JPH094056A - Connecting hardware - Google Patents
Connecting hardwareInfo
- Publication number
- JPH094056A JPH094056A JP21979595A JP21979595A JPH094056A JP H094056 A JPH094056 A JP H094056A JP 21979595 A JP21979595 A JP 21979595A JP 21979595 A JP21979595 A JP 21979595A JP H094056 A JPH094056 A JP H094056A
- Authority
- JP
- Japan
- Prior art keywords
- fixing
- contact
- frame
- flat plate
- flat
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000002184 metal Substances 0.000 claims description 158
- 238000005304 joining Methods 0.000 claims description 99
- 238000009432 framing Methods 0.000 claims description 26
- 238000003466 welding Methods 0.000 claims description 17
- 238000005452 bending Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 9
- 230000035939 shock Effects 0.000 abstract 1
- 238000003780 insertion Methods 0.000 description 22
- 230000037431 insertion Effects 0.000 description 22
- 238000010276 construction Methods 0.000 description 13
- 238000004080 punching Methods 0.000 description 7
- 238000012545 processing Methods 0.000 description 5
- 238000003825 pressing Methods 0.000 description 4
- 239000002131 composite material Substances 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004760 aramid Substances 0.000 description 1
- 229920006231 aramid fiber Polymers 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、接合用金物、特
に、木造軸組構造における接合用金物、および、枠組壁
工法等おける接合用金物に関するものである。さらに詳
しくは、この発明は、住宅等の建築に用いられている軸
組工法において、柱と土台、柱と胴差し、梁、桁等の横
架材、および、梁と桁等の接合部を筋かいによって補強
するための軸組構造における接合用金物、および、枠組
壁工法における枠組材等といった骨組材の接合部を筋か
いによって補強するための接合用金物に関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining hardware, particularly a joining hardware in a wooden frame structure, and a joining hardware in a frame wall construction method or the like. More specifically, the present invention relates to a frame construction method used for construction of houses and the like, in which columns and foundations, columns and girders, beams, horizontal members such as girders, and joints such as beams and girders are provided. TECHNICAL FIELD The present invention relates to a joining metal fitting for a frame structure for reinforcing with a bracing, and a joining fitting for reinforcing a joint portion of a frame member such as a frame member in a frame wall construction method with a bracing.
【0002】[0002]
【従来の技術】我が国において、木構造の住宅等は、
(i)古来の伝統的建築手法を発展させた在来軸組工
法、(ii)枠組壁工法、(iii)パネル式プレハブ
工法および(iv)これらの組み合わせ等によって作ら
れているが、このうち(i)の在来軸組工法によるもの
が主流となっている。在来軸組工法とは、土台、柱、
梁、胴差し、桁、筋かい等で軸組を構成し、接合部を継
手、仕口、金物等で緊結して作るものを指す。継手と
は、二つの部材の材軸方向に連続させるための接合をい
い、蟻継ぎ、かま継ぎや、金物をあてボルトで締めるよ
うにした単純突き付け系に類するものが用いられる。仕
口とは、二つの部材の直角方向、傾斜方向への接合をい
い、ほぞ差しこみせん打ち、蟻掛け、大入れ、相欠き
や、金物類による単純胴付け系に類するものが用いられ
る。建築に際しては、建物に作用する外力に対し、安全
にかつ有効に抵抗しうるように、柱、梁等による単位骨
組、または筋かい等による耐力壁等の採用、およびその
配置、外力の作用する方向等を総合的に勘案し、適切な
構造とすることが必要である。地震力、風圧力等による
建物への水平荷重に対しては、矩形に組まれた軸組の対
角に筋かいを入れることが、軸組の変形を防止するため
に有効とされている。筋かいは壁体に入れるほか、水平
構面や小屋組相互の結合面にも用いられる。この他、方
ずえ、火打ち等も軸組の剛性を増すために有効とされて
いる。2. Description of the Related Art In Japan, wooden structures are
It is made by (i) traditional frame construction method developed from ancient traditional construction methods, (ii) frame wall construction method, (iii) panel type prefabricated construction method, and (iv) combination of these. The conventional frame construction method (i) is mainly used. The conventional frame construction method is the foundation, pillars,
This refers to a structure made up of beams, girders, girders, braces, etc., and joints that are tightly connected with joints, joints, and metal fittings. The joint means a joint for connecting two members in the material axial direction, and a dovetail joint, a hook joint, or a simple butting system in which a metal object is hit with a bolt and used. The term "joint" refers to the joining of two members in the direction at right angles and in the direction of inclination, and mortise-punching, dovetailing, large inserts, indentations, and similar simple sizing systems using metal objects are used. When constructing, adopt a unit frame such as columns and beams, or a bearing wall such as braces, so that it can safely and effectively resist external forces acting on the building, and its placement and external forces It is necessary to consider the direction, etc. comprehensively and make an appropriate structure. With respect to horizontal loads on buildings due to seismic force, wind pressure, etc., it is considered effective to prevent the deformation of the frame by placing diagonal braces on the diagonal of the frame. The braces are used not only for the walls but also for the horizontal structures and the connecting surfaces of the huts. In addition to this, staggering, firing, etc. are also effective for increasing the rigidity of the frame.
【0003】筋かいには、引張力に抵抗するものと圧縮
力に抵抗するものとがある。図18に、厚さ1.5c
m、幅9cm程度であって、引張力を負担する筋かい
(200)を示す。図18に示されるように、横架材
(201)の外側面に切り欠き(201a)が設けら
れ、該切り欠き(201a)に筋かい(200)がはめ
込まれ、釘で固定されている。そして、筋かい(20
0)に引張力が働くとき、柱(202)が横架材(20
1)から抜け出さないようにするため短冊状金物(20
3)で緊結されている。図19に、柱と同寸であって、
圧縮力を負担する筋かい(204)を示す。これは、横
架材(205)と管柱(206)に筋かい(204)が
当接しており、筋かい(204)と管柱(206)とに
ボルト(208)が挿通され、ナット(209)で固定
されているものである。そして、筋かい(204)に圧
縮力が働くとき、筋かい(204)が横架材(205)
を跳ね出さないようにするため、鉛直方向に短冊状金物
(210)が設けられている。図20に圧縮力を負担す
る筋かいの他の例を示す。これは、通し柱(211)と
同寸の筋かい(212)が横架材(213)と通し柱
(211)に当接しており、筋かい(212)に圧縮力
が働くとき、筋かい(212)が横架材(213)を跳
ね出さないようにするため、水平方向に短冊状金物(2
14)が設けられているものである。圧縮力を負担する
筋かいは、図19、図20に示されるような柱と同寸だ
けでなく、柱三つ割りまたは二つ割り、すなわち、厚さ
3cmまたは4.5cmで幅9cm程度のものも使用さ
れる。図21に柱三つ割り筋かい(215)を、接合用
金物(216)によって横架材(217)と柱(21
8)に固定したものを示す。この接合用金物(216)
は、横架材(217)に当接して固定するための矩形状
の当接部(216a)と、柱(218)に当接して固定
するための矩形状の当接部(216b)とが、プレート
(216c)の隣接する2側縁から起立して設けられた
ものであって、プレート(216c)は正方形をしてお
り、該プレート(216c)に筋かい(215)が固定
できるようになっているものである。図22に柱三つ割
り筋かい(219)に用いるプレート状接合用金物(2
20)の他の例を示す。図22に示されるように、横架
材(221)と管柱(222)との外側面にプレート状
接合用金物(220)を釘などで打ちつけ、横架材(2
21)と管柱(222)とを固定し、プレート状接合用
金物(220)に穿設された筋かい固定用の穴にボルト
(223)を挿通して筋かい(219)の端部を固定
し、圧縮力を負担することができるようになっているも
のである。なお、筋かいを、図18〜図22に示された
ような片掛けだけでなく、たすき掛けとすることで軸組
の剛性をさらに増すことができる。単位骨組において
は、短冊状接合金物、T字状接合金物、L字状接合金物
等によって接合点を補強し外力、特に水平荷重に抵抗す
るようになっている。Braces include those that resist tensile forces and those that resist compressive forces. In Figure 18, thickness 1.5c
m shows a brace (200) having a width of about 9 cm and a tensile force. As shown in FIG. 18, a cutout (201a) is provided on the outer surface of the horizontal member (201), and a brace (200) is fitted into the cutout (201a) and fixed with a nail. And bracing (20
When a tensile force acts on (0), the column (202)
1) To prevent it from slipping out of the strip-shaped hardware (20
It is tied up in 3). In FIG. 19, the same size as the pillar,
A brace (204) carrying a compressive force is shown. This is because the braces (204) are in contact with the horizontal members (205) and the pipe columns (206), the bolts (208) are inserted into the braces (204) and the pipe columns (206), and the nuts ( 209). Then, when a compressive force acts on the braces (204), the braces (204) are crossed (205).
A strip-shaped metal fitting (210) is provided in the vertical direction so as not to spring out. FIG. 20 shows another example of the brace that bears the compressive force. This is because the braces (212) of the same size as the through columns (211) are in contact with the horizontal members (213) and the through columns (211), and when a compressive force acts on the braces (212). ) Does not bounce the horizontal member (213), the strip-shaped metal fitting (2
14) is provided. The brace that bears the compressive force is not only the same size as the column as shown in FIG. 19 and FIG. 20, but also the column is divided into three or two, that is, the thickness is 3 cm or 4.5 cm and the width is about 9 cm. used. In FIG. 21, the column halves (215) are connected to the horizontal member (217) and the columns (21) by the metal fittings (216).
The one fixed in 8) is shown. This joining hardware (216)
Has a rectangular contact portion (216a) for contacting and fixing the horizontal member (217) and a rectangular contact portion (216b) for contacting and fixing the pillar (218). , The plate (216c) is provided upright from two adjacent side edges, and the plate (216c) has a square shape so that the braces (215) can be fixed to the plate (216c). It has become. FIG. 22 shows a plate-like joining metal fitting (2
Another example of 20) will be shown. As shown in FIG. 22, a plate-shaped joining metal fitting (220) is struck by a nail or the like on the outer surface of the horizontal cross member (221) and the pipe column (222), and the horizontal cross member (2
21) and the pipe column (222) are fixed, and a bolt (223) is inserted into a brace fixing hole formed in the plate-shaped joining hardware (220) to attach the end of the brace (219). It is fixed so that it can bear the compressive force. The rigidity of the framework can be further increased by using the braces instead of the one-sided hanging as shown in FIGS. 18 to 22. In the unit frame, the joining points are reinforced by strip-shaped joining hardware, T-shaped joining hardware, L-shaped joining hardware, etc. to resist external force, especially horizontal load.
【0004】上述した単位骨組や筋かいによる耐力壁等
はもっぱら水平荷重に対して考慮されたものであって、
昭和56年改正の建築基準法施工令の耐震・耐風計算や
許容応力度等を満たすものではあるが、直下型地震によ
って木造建築物に生ずる3次元の複雑な揺れ、荷重、捻
れ等に充分対処できるようになっているとはいいがた
い。すなわち、前述した短冊状接合金物、T字状接合金
物、L字状接合金物等は、高々2方向の応力に対しての
効果しかなく、直下型地震による3次元の揺れ、荷重、
捻れ等によって発生する応力には、充分対処できるもの
ではない。また、圧縮力に抵抗する図19〜図22の構
造では、直下型地震による3次元の揺れ、荷重、捻れ等
によって筋かいに作用する力は、筋かいが座屈するかも
しくは軸組の接合が跳ね出してしまい充分な抵抗を示す
ことができず、建築物の倒壊もしくは捻れの発生に至
る。図18のような引張力に抵抗する構造の筋かいのほ
うが、直下型地震に対しては効果があるものと考えられ
るが、図18のような筋かいでは、横架材(201)と
筋かい(200)とを釘で固定するだけの構造であるた
め、結合力が弱く、釘が外れてしまい、効果がなくなっ
てしまう。圧縮力に抵抗するための筋かいを柱、土台、
横架材等に固定する接合用金物は、図21、22に示し
たように既に開発されて使用されているが、引張力に抵
抗する筋かいを、柱、土台、横架材等に強固に連結する
接合用金物の開発がなされていない。また、梁と桁等横
架材相互の対角線方向での補強には、火打ちが採用され
るが、これは圧縮力に抵抗するだけのものであり、直下
型地震による横架材相互に発生する捻りに対する引張力
に有効に抵抗するための、水平筋かいの採用、水平筋か
いを横架材に強固に連結する接合用金物の開発がなされ
ていない。こういったことから、直下型地震によって、
これまでの在来軸組構造による木造建築物には倒壊、捻
れ等が発生し、生命の危険、財産の損失等が多発してい
る。The above-mentioned unit frames and bearing walls due to braces have been considered exclusively for horizontal loads.
It meets the earthquake and wind resistance calculations and allowable stress levels of the Building Standards Law Construction Ordinance revised in 1981, but sufficiently copes with the three-dimensional complex shaking, load, and twist that occur in wooden structures due to a direct earthquake. It's hard to say that you can do it. That is, the strip-shaped metal fittings, the T-shaped metal fittings, the L-shaped metal fittings, and the like have only an effect on the stress in two directions at most, and the three-dimensional shaking, load, and
It is not possible to sufficiently deal with the stress generated by twisting or the like. Further, in the structures of FIGS. 19 to 22 that resist the compressive force, the forces acting on the braces due to the three-dimensional shaking, load, and twist due to the direct earthquake cause the braces to buckle or the braces to join. It bounces off and cannot show sufficient resistance, leading to collapse or twisting of the building. It is considered that the braces having a structure that resists tensile force as shown in FIG. 18 are more effective for the direct earthquake, but in the braces as shown in FIG. 18, the cross members (201) and the braces are used. Since the structure is such that only the paddle (200) is fixed with the nail, the binding force is weak, the nail comes off, and the effect is lost. Columns, foundations, braces to resist compressive forces
As shown in Figs. 21 and 22, the metal fittings for fixing to the horizontal members have already been developed and used, but the braces that resist tensile forces are firmly attached to the pillars, bases, horizontal members, etc. No metal fittings have been developed for connecting to. Fire reinforcement is used to reinforce the cross members such as beams and girders in the diagonal direction, but this only resists the compressive force and occurs between the cross members due to the direct earthquake. No horizontal braces have been developed to effectively resist the tensile force against twisting, and no metal fittings have been developed to firmly connect the horizontal braces to the cross members. From these things, due to the direct earthquake,
Traditional wooden structures have collapsed and twisted, resulting in frequent death and loss of property.
【0005】枠組壁工法は、ツーバイフォーともいわ
れ、断面寸法が公称2×4インチの木材を通常複数用い
て骨組となる枠を組み、それに合板あるいは各種の面材
を釘打ちして壁を構成するものである。ツーバイフォー
における枠組壁は、耐風性・耐震性を確保する耐力壁と
なるものである。従って、窓等を大きく取ったり、窓の
配置を多くする等すると、耐力の確保が困難となり、耐
風性・耐震性が劣ることになる。すなわち、窓等を大き
く取ったり、窓の配置を多くしたツーバイフォー建築物
においては、前記した木造軸組工法による建築物におけ
ると同様に、直下型地震によって3次元の揺れ、荷重、
捻れ等が発生し、倒壊もしくは捻れの発生に至る。こう
いったことから窓等の配置、大きさ等には制約がある。
生活様式の多様化に伴って、大きめの窓が好まれたり、
窓の配置数を多くすることが好まれきているが、前記し
たような制約から、従来のツーバイフォーでは係る要求
に充分応えきれておらず、窓等が大きく取れ、かつ、窓
の配置の多い耐風性・耐震性に優れたツーバイフォーが
希求されているところである。The framed wall construction method is also called two-by-four, and usually a plurality of timber having a nominal cross-sectional dimension of 2 × 4 inches is used to form a frame, and plywood or various face materials are nailed to form a wall. It is a thing. The frame wall in Two-by-four is a bearing wall that ensures wind resistance and earthquake resistance. Therefore, if the size of windows is increased or the number of windows is increased, it becomes difficult to secure the proof stress, and the wind resistance and seismic resistance are deteriorated. That is, in a two-by-four building with large windows or a large number of windows arranged, three-dimensional sway, load,
Twisting etc. occurs, leading to collapse or twisting. Because of this, there are restrictions on the layout and size of windows.
Larger windows are preferred as lifestyles diversify,
It is preferred to increase the number of windows, but due to the above-mentioned restrictions, conventional two-by-four cannot fully meet such requirements, and the windows can be made large, and many windows are arranged. Two-by-four with excellent wind and earthquake resistance is being sought after.
【0006】[0006]
【発明が解決しようとする課題】この発明は、上記のよ
うな実情に鑑み鋭意研究の結果創案されたものであり、
直下型地震等による3次元の揺れ、荷重、捻れ等によっ
て発生する応力に有効に対処し、少なくとも骨組構造の
建築物の倒壊を防止し、その結果、当該建築物の倒壊に
よる生命の危険をなくすため、また、当該建築物に捻れ
等の発生の恐れを少なくし、財産価値を損なうことな
く、建築物を長期にわたり安全に使用できるようにする
ため、引張力に抵抗する筋かいを、骨組材等に効果的に
固定することのできる接合用金物を提供することを目的
としている。また、とりわけ、軸組構造の建築物におい
て、直下型地震等による3次元の揺れ、荷重、捻れ等に
よって発生する応力に有効に対処し、少なくとも木造建
築物の倒壊を防止し、その結果、建築物の倒壊による生
命の危険をなくすため、また、木造建築物に捻れ等の発
生の恐れを少なくし、財産価値を損なうことなく、木造
建築物を長期にわたり安全に使用できるようにするた
め、引張力に抵抗する筋かいを、柱、土台、横架材等に
効果的に固定することのできる接合用金物を提供するこ
とを目的としている。The present invention was created as a result of earnest research in view of the above-mentioned actual circumstances,
Effectively copes with the stress generated by three-dimensional shaking, load, twist, etc. due to a direct earthquake, etc., and at least prevents the collapse of buildings with frame structures, and as a result eliminates the risk of life due to the collapse of the buildings. Therefore, in order to reduce the risk of twisting of the building and to use the building safely for a long period of time without damaging the property value, the braces that resist the tensile force should be framed. It is an object of the present invention to provide a metal fitting for bonding that can be effectively fixed to the above. Further, in particular, in a building having a frame structure, it effectively copes with the stress generated by three-dimensional shaking, load, twist, etc. due to an earthquake directly underneath, and at least prevents the collapse of the wooden building. In order to eliminate the danger of life due to the collapse of things, reduce the risk of twisting etc. in the wooden structure and make it possible to use the wooden structure safely for a long time without damaging the property value, An object of the present invention is to provide a metal fitting for joining, which can effectively fix braces that resist force to pillars, bases, horizontal members, and the like.
【0007】[0007]
【課題を解決するための手段】上記課題を解決するため
のこの発明の接合用金物は、[I]柱と土台、または、
柱と梁、桁、胴差し等の横架材との軸組構造、および、
ツーバイフォーにおける枠組材の交差構造等の骨組構造
に用いる筋かいに適した接合用金物である。また、とり
わけ、軸組構造における上記課題を解決するためのこの
発明の接合用金物は、[II]柱と土台、または、柱と
梁、桁、胴差し等の横架材との軸組構造に用いる筋かい
のための接合用金物と、[III]梁と桁等横架材相互
の軸組構造に用いる水平筋かいのための接合用金物とに
分類される。[I]においては、軸組材、ツーバイフォ
ーにおける枠組材の一方を第1骨組材、他方を第2骨組
材とする。[II]において柱、または、土台、横架材
の一方を第1軸組材とし、他方を第2軸組材とする。ま
た、[III]において、梁、桁等の一方を第1軸組
材、他方を第2軸組材とする。MEANS FOR SOLVING THE PROBLEMS The metal fittings of the present invention for solving the above-mentioned problems are [I] pillars and bases, or
Frame structure of pillars and beams, horizontal members such as girders and girders, and
It is a joining metal fitting suitable for bracing used in a frame structure such as a cross structure of frame members in two-by-four. Further, in particular, the joining metal fitting of the present invention for solving the above-mentioned problems in the frame structure is [II] a frame structure of a pillar and a base, or a pillar and a beam, a girder, and a horizontal member such as a girder. And [III] a metal fitting for a horizontal bracing used for a frame structure of cross members such as beams and girders. In [I], one of the frame member and the frame member in two-by-four is the first frame member and the other is the second frame member. In [II], one of a pillar, a base, and a horizontal member is used as a first shaft assembly, and the other is used as a second shaft assembly. In addition, in [III], one of the beams and girders is the first frame assembly and the other is the second frame assembly.
【0008】[I]の接合用金物は、 [1]隣接する第1辺と第2辺とが直角をなした第1平
面状部と、該第1平面状部の第1辺において第1平面状
部と垂直に交わる第2平面状部と、前記第1平面状部の
第2辺において第1平面状部と垂直に交わる第3平面状
部と、第1平面状部の裏面側において、前記第1辺から
所定距離にある第2平面状部の端縁より外方に向かい第
2平面状部に垂直に交わる第4平面状部と、第1平面状
部の裏面側において、前記第2辺から所定距離にある第
3平面状部の端縁より外方に向かい第3平面状部に垂直
に交わる第5平面状部とを有し、第1平面状部が筋かい
の端部固定用であり、第2平面状部が第1骨組材の内側
面との当接固定用であり、第3平面状部が第2骨組材の
内側面との当接固定用であり、第4平面状部が第1骨組
材の外側面との当接固定用であり、第5平面状部が第2
骨組材の外側面との当接固定用であることを特徴とす
る。そして、[2]第1平面状部の第1辺から第2平面
状部の端縁までの所定距離と第1平面状部の第2辺から
3平面状部の端縁までの所定距離とが同一であってもよ
く、または、第1平面状部の第1辺から第2平面状部の
端縁までの所定距離が、第1骨組材の内側面の幅の1/
2に相当し、第1平面状部の第2辺から第3平面状部の
端縁までの所定距離が、第2骨組材の内側面の幅の1/
2に相当するものであってもよく、または、第4平面状
部の幅が、第1骨組材の外側面の幅の1/2未満であ
り、第5平面状部の幅が、第2骨組材の外側面の幅の1
/2未満であることが好ましい。また、[3]少なくと
も第1骨組材とこれと直交する第2骨組材の隅部の外側
面のいずれにも当接する平板状部材と、第1骨組材の隅
部の内側面に当接する矩形状の第1当接部と第2骨組材
の隅部の内側面に当接する矩形状の第2当接部が連設さ
れた断面L字状の当接部材とからなり、平板状部材の表
面から当接部材が断面L字状に起立して設けられ、第1
当接部および第2当接部によって区画される平板状部材
の外側は、該平板状部材を第1骨組材および第2骨組材
の外側面に固定するための所定数の孔が穿設された外側
平坦固定部となっており、第1当接部および第2当接部
によって区画される平板状部材の内側は、筋かい固定用
の所定数の孔が穿設された内側平坦固定部となってお
り、前記第1当接部には第1当接部を第1骨組材に固定
するための所定数の孔が穿設され、前記第2当接部には
第2当接部を第2骨組材に固定するための所定数の孔が
穿設されてなることを特徴とする。そして、[4]平板
状部材の表面に当接部材の断面L字状端縁が溶着されて
いてもよく、または、当接部材が、第1骨組材の隅部の
内側面に当接する矩形状の第1当接部から内側に折り曲
げられた平板状部材との溶着用第1フラップ部と、第2
骨組材の隅部の内側面に当接する矩形状の第2当接部か
ら内側に折り曲げられた平板状部材との溶着用第2フラ
ップ部とを有し、平板状部材の表面に第1フラップ部裏
面および第2フラップ部裏面が溶着されていてもよい。 [5]当接部材が、第1骨組材の隅部の内側面に当接す
る矩形状の第1当接部と第2骨組材の隅部の内側面に当
接する矩形状の第2当接部が板状部の隣接する2辺から
屈曲起立するように一体形成されてなるものであって、
平板状部材の表面に当接部材の板状部の裏面が合体さ
れ、平板状部材と、該平板状部材と合体した当接部材の
板状部には、筋かい固定用の所定数の孔が一致して穿設
されていてもよい。 [6]平板状部材の外側平坦固定部と内側平坦固定部と
が、段部によって連結されており、該段部の外側平坦固
定部裏面から内側平坦固定部裏面までの距離が、少なく
とも筋かい固定用手段が内側平坦固定部裏面から突出す
る厚さに相当するようにすることが好ましい。このよう
にすれば、第1骨組材と第2骨組材の外面に壁材等を取
付ける際、筋かい固定用手段が支障となることなく、平
らに壁材等を取り付けることができる。 [7]平板状部材の外側平坦固定部には、該外側平坦固
定部の表面から突出した仮止め用の突起が所定数設けら
れていることが好ましい。これによれば、ハンマー等に
よって仮止め用の突起を第1骨組材および第2骨組材に
打ちつけることで、仮止めを簡単に行うことができ、高
所における作業等が容易となる。 [8]平板状部材が直角二等辺三角形状をしており、平
板状部材の直角を挟む2辺のうちの第1の辺から当接部
材の第1当接部までの距離が、第1骨組材の幅の1/2
未満であり、直角を挟む2辺のうちの第2の辺から当接
部材の第2当接部までの距離が、第2骨組材の幅の1/
2未満であるのがよい。このようにすれば、骨組の一隅
部の同一面に複数の接合用金物を取付けても、平板状部
材相互が重なることがない。また、平板状部材の直角二
等辺三角形状によって接合用金物に使用する材料の有効
利用をすることができる。 なお、3つの骨組材が直交する場合、すなわち、第1骨
組材および第2骨組材に、第3骨組材が直交する場合に
は、平板状部材に第3骨組材の逃げとなる切り欠き部を
設ければよい。[1] The bonding metal fitting of [I] is [1] a first plane-shaped portion in which a first side and a second side which are adjacent to each other form a right angle, and a first side in the first side of the first plane-shaped section. A second planar portion perpendicularly intersecting the planar portion, a third planar portion perpendicularly intersecting the first planar portion at a second side of the first planar portion, and a back surface side of the first planar portion A fourth planar portion that extends outward from an edge of the second planar portion that is located at a predetermined distance from the first side and that intersects the second planar portion at a right angle; and on the back surface side of the first planar portion, And a fifth plane portion that extends outward from an end edge of the third plane portion that is at a predetermined distance from the second side and that intersects perpendicularly with the third plane portion, and the first plane portion is the end of the bracing. Part for fixing, the second planar part for abutting and fixing with the inner side surface of the first frame member, and the third planar part for abutting and fixing with the inner side surface of the second frame member, Fourth The planar portion is for abutting and fixing with the outer side surface of the first frame member, and the fifth planar portion is the second
It is characterized in that it is for abutting and fixing with the outer side surface of the frame member. And [2] a predetermined distance from the first side of the first planar portion to the edge of the second planar portion and a predetermined distance from the second side of the first planar portion to the edge of the three planar portion. May be the same, or the predetermined distance from the first side of the first planar portion to the edge of the second planar portion is 1 / the width of the inner side surface of the first frame member.
2 and the predetermined distance from the second side of the first planar portion to the edge of the third planar portion is 1 / the width of the inner side surface of the second frame member.
2 or the width of the fourth flat portion is less than 1/2 of the width of the outer surface of the first frame member and the width of the fifth flat portion is the second. Width of the outer surface of the frame 1
It is preferably less than / 2. [3] A flat plate-shaped member that contacts at least any of the outer surfaces of the corners of the first frame member and the second frame member that is orthogonal to the first frame member, and a rectangular member that contacts the inner surface of the corner of the first frame member. The first contact portion having a shape and the second contact portion having a rectangular shape that contacts the inner surface of the corner of the second frame member are connected to each other, and the contact member has an L-shaped cross section. The contact member is provided upright from the surface so as to have an L-shaped cross section.
A predetermined number of holes for fixing the flat plate-shaped member to the outer side surfaces of the first frame member and the second frame member are bored on the outer side of the flat plate member defined by the contact portion and the second contact portion. Is an outer flat fixing portion, and the inner side of the flat plate-shaped member defined by the first contact portion and the second contact portion has an inner flat fixing portion having a predetermined number of holes for fixing the braces. The first contact portion has a predetermined number of holes for fixing the first contact portion to the first frame member, and the second contact portion has the second contact portion. Is fixed to the second frame member by a predetermined number of holes. [4] The L-shaped cross-section edge of the contact member may be welded to the surface of the flat plate member, or the contact member may contact the inner surface of the corner of the first frame member. A first flap portion for welding with a flat plate-shaped member bent inward from a first contact portion having a shape;
A second flap portion for welding with a flat plate-shaped member bent inward from a second contact portion having a rectangular shape that abuts the inner side surface of the corner of the frame member, and a first flap on the surface of the flat plate-shaped member. The back surface of the portion and the back surface of the second flap portion may be welded. [5] The abutting member has a rectangular first abutting portion that abuts the inner surface of the corner of the first frame member and a second rectangular abutting portion that abuts the inner surface of the corner of the second frame member. Parts are integrally formed so as to bend and stand from two adjacent sides of the plate-shaped part,
The back surface of the plate-like portion of the contact member is united with the surface of the flat member, and the plate member and the plate member of the contact member combined with the plate member have a predetermined number of holes for bracing fixation. May be drilled so as to coincide with each other. [6] The outer flat fixing portion and the inner flat fixing portion of the flat plate-like member are connected by a step portion, and the distance from the outer flat fixing portion rear surface to the inner flat fixing portion rear surface of the step portion is at least streak. It is preferable that the fixing means corresponds to the thickness protruding from the back surface of the inner flat fixing portion. With this configuration, when the wall member or the like is attached to the outer surfaces of the first frame member and the second frame member, the wall member or the like can be flatly attached without hindering the bracing fixing means. [7] It is preferable that the outer flat fixing portion of the flat plate-shaped member is provided with a predetermined number of temporary fixing projections protruding from the surface of the outer flat fixing portion. According to this, the temporary fixing can be easily performed by hitting the projection for temporary fixing to the first frame member and the second frame member with a hammer or the like, and the work in a high place becomes easy. [8] The flat plate member is in the shape of an isosceles right triangle, and the distance from the first side of the two sides sandwiching the right angle of the flat plate member to the first contact portion of the contact member is the first. 1/2 the width of the frame
And the distance from the second side of the two sides that sandwich the right angle to the second contact portion of the contact member is 1 / the width of the second frame member.
It should be less than 2. By doing so, even if a plurality of metal fittings are attached to the same surface of one corner of the frame, the flat plate members do not overlap each other. Further, the isosceles right triangle shape of the flat plate-shaped member enables effective use of the material used for the metal fitting. In addition, when the three frame members are orthogonal to each other, that is, when the first frame member and the second frame member are orthogonal to the third frame member, the notch portion which is the escape of the third frame member to the flat plate member. Should be provided.
【0009】[II]の接合用金物は、 [9]少なくとも第1軸組材とこれと直交する第2軸組
材の隅部の外側面のいずれにも当接する平板状部材と、
第1軸組材の隅部の内側面に当接する矩形状の第1当接
部と第2軸組材の隅部の内側面に当接する矩形状の第2
当接部が連設された断面L字状の当接部材とからなり、
平板状部材の表面から当接部材が断面L字状に起立して
設けられ、第1当接部および第2当接部によって区画さ
れる平板状部材の外側は、該平板状部材を第1軸組材お
よび第2軸組材の外側面に固定するための所定数の孔が
穿設された外側平坦固定部となっており、第1当接部お
よび第2当接部によって区画される平板状部材の内側
は、筋かい固定用の所定数の孔が穿設された内側平坦固
定部となっており、前記第1当接部には第1当接部を第
1軸組材に固定するための所定数の孔が穿設され、前記
第2当接部には第2当接部を第2軸組材に固定するため
の所定数の孔が穿設されてなることを特徴とする。そし
て、[10]平板状部材の表面に当接部材の断面L字状
端縁が溶着されていてもよく、または、当接部材が、第
1軸組材の隅部の内側面に当接する矩形状の第1当接部
から内側に折り曲げられた平板状部材との溶着用第1フ
ラップ部と、第2軸組材の隅部の内側面に当接する矩形
状の第2当接部から内側に折り曲げられた平板状部材と
の溶着用第2フラップ部とを有し、平板状部材の表面に
第1フラップ部裏面および第2フラップ部裏面が溶着さ
れていてもよい。 [11]当接部材が、第1軸組材の隅部の内側面に当接
する矩形状の第1当接部と第2軸組材の隅部の内側面に
当接する矩形状の第2当接部が板状部の隣接する2辺か
ら屈曲起立するように一体形成されてなるものであっ
て、平板状部材の表面に当接部材の板状部の裏面が合体
され、平板状部材と、該平板状部材と合体した当接部材
の板状部には、筋かい固定用の所定数の孔が一致して穿
設されていてもよい。 [12]平板状部材の外側平坦固定部と内側平坦固定部
とが、段部によって連結されており、該段部の外側平坦
固定部裏面から内側平坦固定部裏面までの距離が、少な
くとも筋かい固定用手段が内側平坦固定部裏面から突出
する厚さに相当するようにすることが好ましい。このよ
うにすれば、第1軸組材と第2軸組材の外面に壁材等を
取り付ける際、筋かい固定用手段が支障となることな
く、平らに壁材等を取り付けることができる。 [13]平板状部材の外側平坦固定部には、該外側平坦
固定部の表面から突出した仮止め用の突起が所定数設け
られていることが好ましい。これによれば、ハンマー等
によって仮止め用の突起を第1軸組材および第2軸組材
に打ちつけることで、仮止め打ちを簡単に行うことがで
き、高所における作業等が容易となる。 [14]平板状部材が直角二等辺三角形状をしており、
平板状部材の直角を挟む2辺のうちの第1の辺から当接
部材の第1当接部までの距離が、第1軸組材の幅の1/
2未満であり、直角を挟む2辺のうちの第2の辺から当
接部材の第2当接部までの距離が、第2軸組材の幅の1
/2未満であるのがよい。このようにすれば、軸組の一
隅部の同一面に複数の接合用金物を取付けても、平板状
部材相互が重なることがない。また、平板状部材の直角
二等辺三角形状によって接合用金物に使用する材料の有
効利用をすることができる。 なお、3つの軸組材が直交する場合、すなわち、第1軸
組材および第2軸組材に、第3軸組材が直交する場合に
は、平板状部材に第3軸組材の逃げとなる切り欠き部を
設ければよい。[II] The joining metal fitting is [9] at least a flat plate-like member which comes into contact with both the first shaft assembly and the outer surface of the corner of the second shaft assembly orthogonal to the first shaft assembly.
A rectangular first contact portion that abuts the inner surface of the corner of the first shaft assembly and a second rectangular contact portion that abuts the inner surface of the corner of the second shaft assembly.
An abutting member having an L-shaped cross section in which the abutting portion is continuously provided,
An abutting member is provided upright from the surface of the flat plate member in an L-shaped cross section, and the flat plate member is located outside the flat plate member defined by the first contact portion and the second contact portion. The outer flat fixing portion has a predetermined number of holes for fixing it to the outer side surfaces of the frame assembly and the second frame assembly, and is defined by the first contact portion and the second contact portion. The inner side of the flat plate-shaped member is an inner flat fixing portion having a predetermined number of holes for fixing the brace, and the first abutting portion is provided with the first abutting portion as a first shaft assembly member. A predetermined number of holes for fixing are formed, and a predetermined number of holes for fixing the second contact part to the second shaft assembly are formed in the second contact part. And [10] The L-shaped cross-section edge of the contact member may be welded to the surface of the flat plate-shaped member, or the contact member contacts the inner surface of the corner of the first shaft assembly. From a first flap portion for welding with a flat plate member bent inward from a rectangular first contact portion, and a rectangular second contact portion that abuts an inner surface of a corner portion of a second shaft assembly. It may have an inwardly bent flat plate member and a second flap part for welding, and the first flap part back surface and the second flap part back surface may be welded to the front surface of the flat plate member. [11] The abutting member has a rectangular first abutting portion that abuts an inner surface of a corner of the first shaft assembly and a second rectangular abutting portion that abuts an inner surface of a corner of the second shaft assembly. The abutting portion is integrally formed so as to be bent and erected from two adjacent sides of the plate-shaped portion, and the back surface of the plate-shaped portion of the abutting member is united with the front surface of the plate-shaped member. The plate-like portion of the abutting member combined with the flat plate-like member may be provided with a predetermined number of holes for fixing the brace in a corresponding manner. [12] The outer flat fixing portion and the inner flat fixing portion of the flat plate-shaped member are connected by a step portion, and the distance from the outer flat fixing portion back surface to the inner flat fixing portion back surface of the step portion is at least streak. It is preferable that the fixing means corresponds to the thickness protruding from the back surface of the inner flat fixing portion. With this configuration, when the wall member or the like is attached to the outer surfaces of the first shaft assembly member and the second shaft assembly member, the wall member or the like can be attached flat without interfering with the bracing fixing means. [13] It is preferable that the outer flat fixing portion of the flat plate-shaped member is provided with a predetermined number of temporary fixing projections protruding from the surface of the outer flat fixing portion. According to this, by temporarily pressing the projection for temporary fixing to the first shaft assembly and the second shaft assembly with a hammer or the like, the temporary stop striking can be easily performed, and the work in high places becomes easy. . [14] The plate-shaped member has an isosceles right triangle shape,
The distance from the first side of the two sides sandwiching the right angle of the flat plate member to the first contact portion of the contact member is 1 / the width of the first shaft assembly.
The distance from the second side of the two sides sandwiching the right angle to the second abutting portion of the abutting member is less than 2 and is 1 of the width of the second shaft assembly.
It is preferably less than / 2. In this way, even if a plurality of metal fittings are attached to the same surface of one corner of the shaft assembly, the flat plate members do not overlap each other. Further, the isosceles right triangle shape of the flat plate-shaped member enables effective use of the material used for the metal fitting. When the three shaft assemblies are orthogonal to each other, that is, when the first shaft assembly and the second shaft assembly are orthogonal to the third shaft assembly, the escape of the third shaft assembly to the flat plate member is performed. It suffices to provide a notch portion that becomes
【0010】[III]の接合用金物は、 [15]とも第1軸組材とこれと直交する第2軸組材の
隅部の下側面のいずれにも当接する平板状部材と、第1
軸組材の隅部の内側面に当接する矩形状の第1当接部と
第2軸組材の隅部の内側面に当接する矩形状の第2当接
部が連設された断面L字状の当接部材と、水平筋かい引
張部材とからなり、平板状部材の表面から当接部材が断
面L字状に起立して設けられ、平板状部材の裏面から水
平筋かい引張部材が起立して設けられ、第1当接部およ
び第2当接部によって区画される平板状部材の外側は、
該平板状部材を第1軸組材および第2軸組材の下側面に
固定するための所定数の孔が穿設された外側平坦固定部
となっており、前記第1当接部には第1当接部を第1軸
組材に固定するための所定数の孔が穿設され、前記第2
当接部には第2当接部を第2軸組材に固定するための所
定数の孔が穿設されており、水平筋かい引張部材には、
水平筋かいの端部を固定するボルト挿通用の孔が穿設さ
れてなることを特徴とする。そして、[16]平板状部
材の表面に当接部材の断面L字状端縁が溶着されていて
もよく、さらに、当接部材が、第1軸組材の隅部の内側
面に当接する矩形状の第1当接部から内側に折り曲げら
れた平板状部材との溶着用第1フラップ部と、第2軸組
材の隅部の内側面に当接する矩形状の第2当接部から内
側に折り曲げられた平板状部材との溶着用第2フラップ
部とを有し、平板状部材の表面に第1フラップ部裏面お
よび第2フラップ部裏面が溶着されていてもよい。 [17]当接部材が、第1軸組材の隅部の内側面に当接
する矩形状の第1当接部と第2軸組材の隅部の内側面に
当接する矩形状の第2当接部が板状部の隣接する2辺か
ら屈曲起立するように一体形成されてなるものであり、
平板状部材の表面に当接部材の板状部の裏面が合体さ
れ、水平筋かい引張部材が、平板状部材の裏面から起立
して設けられ、水平筋かい引張部材には、水平筋かいの
端部を固定するボルト挿通用の孔が穿設されていてもよ
い。 [18]第1軸組材および第2軸組材の下側面に固定す
るための平板状部材の外側平坦固定部には、該外側平坦
固定部の表面から突出した仮止め用の突起が所定数設け
られていることが好ましい。これによれば、ハンマー等
によって仮止め用の突起を第1軸組材および第2軸組材
に打ちつけることで、仮止め打ちを簡単に行うことがで
き、落下することがないことから高所における作業等が
容易となる。 [19]平板状部材が直角二等辺三角形状をしており、
平板状部材の直角を挟む2辺のうちの第1の辺から当接
部材の第1当接部までの距離が、第1軸組材の幅の1/
2未満であり、直角を挟む2辺のうちの第2の辺から当
接部材の第2当接部までの距離が、第2軸組材の幅の1
/2未満であり、平板状部材の直角先端部が第1軸組材
および第2軸組材に当接する幅分づつ切り欠かれている
のがよい。これにより、軸組の一隅部の同一面に複数の
接合用金物を取付けても、平板状部材相互が重なること
がない。そして、この平板状部材の切り欠きが柱等に対
する逃げとなる。また、平板状部材の直角二等辺三角形
状によって接合用金物に使用する材料の有効利用をする
ことができる。また、[20]水平筋かい引張部材は、
3枚の矩形状の部材を断面直角二等辺三角形状に連設さ
れてなる枠組からなり、矩形状の部材の連設する直角か
ど部に相当する箇所は、直角かど部が切り欠かれた形状
に折り曲げられて連設しており、直角二等辺三角形の斜
辺に相当する矩形状の部材に水平筋かいの端部を固定す
るボルト挿通用の孔が穿設されていてもよい。これによ
り、水平筋かいへの引張力をボルトを介し水平筋かい引
張部材に伝達し、さらにその引張力を有効に平板状部
材、当接部材へと伝達することができる。また、直角か
ど部が切り欠かれた形状により、柱との逃げが形成され
水平筋かい引張部材が柱に当接する恐れがなくなる。 [21]当接部材の第1軸組材の隅部の内側面に当接す
る矩形状の第1当接部と第2軸組材の隅部の内側面に当
接する矩形状の第2当接部の断面L字状に屈曲して連設
されている直角かど部は、切り欠かれた形状に折り曲げ
られていてもよい。これによれば、当接部材を第1軸組
材および第2軸組材の隅部の内側面に確実に当接させる
ことができる。The joining hardware of [III] includes a flat plate-like member which comes into contact with both the first shaft assembly and the lower side surface of the corner of the second shaft assembly, which is orthogonal to the first assembly, in [15].
A cross section L in which a rectangular first abutting portion that abuts the inner side surface of the corner of the frame assembly and a rectangular second abutting portion that abuts the inner side surface of the corner of the second frame are continuously provided. The abutment member is composed of a character-shaped contact member and a horizontal bracing tension member, and the abutment member is provided upright from the surface of the flat plate member in an L-shaped cross section. The outside of the flat plate-shaped member that is provided upright and is partitioned by the first contact portion and the second contact portion is
An outer flat fixing portion is provided with a predetermined number of holes for fixing the flat plate-shaped member to the lower surface of the first shaft assembly and the second shaft assembly. A predetermined number of holes for fixing the first contact portion to the first frame member are provided, and the second contact member is provided.
A predetermined number of holes for fixing the second contact portion to the second frame member are bored in the contact portion, and the horizontal bracing member is
It is characterized in that a hole for inserting a bolt for fixing an end portion of the horizontal bracing is formed. [16] The L-shaped cross-section edge of the contact member may be welded to the surface of the flat plate member, and the contact member contacts the inner surface of the corner of the first shaft assembly. From a first flap portion for welding with a flat plate member bent inward from the rectangular first contact portion, and a rectangular second contact portion that contacts the inner surface of the corner of the second shaft assembly. It may have an inwardly bent flat plate member and a second flap part for welding, and the first flap part back surface and the second flap part back surface may be welded to the front surface of the flat plate member. [17] The abutting member has a rectangular first abutting portion that abuts an inner surface of a corner portion of the first shaft assembly and a second rectangular abutting portion that abuts an inner surface of a corner portion of the second shaft assembly. The contact portion is integrally formed so as to bend and stand from two adjacent sides of the plate-shaped portion,
The back surface of the plate-like portion of the abutting member is united with the surface of the flat plate-like member, and the horizontal bracing tension member is provided upright from the back surface of the flat plate-like member. A hole for inserting a bolt for fixing the end may be bored. [18] On the outer flat fixing portion of the flat plate-like member for fixing to the lower side surfaces of the first frame assembly and the second frame assembly, a projection for temporary fixing protruding from the surface of the outer flat fixing section is predetermined. It is preferable that a plurality of them be provided. According to this, the temporary fixing projection can be easily performed by hitting the projection for temporary fixing to the first shaft assembly and the second shaft assembly with a hammer or the like, and it does not drop, so that it can be used in high places. It becomes easy to work in. [19] The flat plate member has an isosceles right triangle shape,
The distance from the first side of the two sides sandwiching the right angle of the flat plate member to the first contact portion of the contact member is 1 / the width of the first shaft assembly.
The distance from the second side of the two sides sandwiching the right angle to the second abutting portion of the abutting member is less than 2 and is 1 of the width of the second shaft assembly.
It is less than / 2, and it is preferable that the right-angled tip portion of the flat plate-shaped member is cut out by the width for contacting the first shaft assembly and the second shaft assembly. Thereby, even if a plurality of metal fittings are attached to the same surface of one corner of the shaft assembly, the flat plate members do not overlap each other. Then, the notch of the flat plate-shaped member serves as an escape for the pillar or the like. Further, the isosceles right triangle shape of the flat plate-shaped member enables effective use of the material used for the metal fitting. In addition, [20] horizontal bracing tension member,
It is composed of a frame structure in which three rectangular members are connected in an isosceles triangular shape having a right-angled cross section, and the right angled corners of the rectangular members are cut out at the right angled corners. A hole for inserting a bolt for fixing the end of the horizontal bracing may be formed in a rectangular member corresponding to the hypotenuse of an isosceles right triangle. Thereby, the tensile force to the horizontal bracing can be transmitted to the horizontal bracing tension member via the bolt, and the tensile force can be effectively transmitted to the flat plate-shaped member and the contact member. In addition, the shape of the right angled corners notched eliminates the possibility that the horizontal bracing members will come into contact with the columns because of the clearance with the columns. [21] A rectangular first contact portion that abuts the inner surface of the corner of the first shaft assembly of the abutment member and a second rectangular abutment that abuts the inner surface of the corner of the second shaft assembly. The right-angled corner portion, which is bent to have an L-shaped cross section and is continuously provided, may be bent into a notched shape. According to this, the contact member can be reliably brought into contact with the inner side surfaces of the corners of the first shaft assembly and the second shaft assembly.
【0011】(作用)前記[I]の[1]、[2]の接
合用金物の場合、第1骨組材とこれと直交する第2骨組
材によって形成される隅部において、接合用金物の第2
平面状部を第1骨組材の内側面に、第4平面状部を第1
骨組材の外側面に当接するとともに、第3平面状部を第
2骨組材の内側面に、第5平面状部を第2骨組材の外側
面との当接させ、次いで、第1骨組材および第2骨組材
に接合用金物を釘、木ネジ、ボルト等の固定手段によっ
て固定する。次いで、筋かいの端部を、第1平面状部に
当接し、ボルト等の固定手段によって固定する。このよ
うにして筋かいを骨組構造に対角線方向(片掛け)に入
れたり、必要に応じ、たすき掛けに入れることで、引張
筋かいとして働き、直下型地震等による3次元の揺れ、
荷重、捻れ等によって発生する応力に有効に対処し、骨
組の変形、破壊を防止することができる。筋かいを骨組
構造に片掛けに入れる場合は、骨組構造の対角線位置に
配設する接合用金物の同一面、例えば、裏面側と裏面側
に筋かいの端部を固定すれば良く、筋かいを骨組構造に
たすき掛けに入れる場合は、骨組構造の一方の対角線に
配置する筋かいの端部を接合用金物の裏面側にそれぞれ
固定し、骨組構造の他方の対角線に配置する筋かいの端
部を接合用金物の表面側にそれぞれ固定するようにすれ
ば、第1平面状部の厚さ分だけの間隔で、2つの筋かい
を交差してたすき掛けに入れることができる。また、前
記[I]の[3]〜[8]の接合用金物の場合、平板状
部材の外側平坦固定部を第1骨組材とこれに直交する第
2骨組材の隅部の外側面に固定し、当接部材の第1当接
部を第1骨組材の内側面に当接固定し、第2当接部を第
2骨組材の内側面に当接固定し、次いで、筋かいを平板
状部材の内側平坦固定部に固定するか、または、筋かい
を平板状部材の内側平坦固定部と合体された当接部材の
板状部とに固定する。このようにして筋かいを骨組構造
に片掛けに入れたり、必要に応じ、たすき掛けに入れる
ことで、引張筋かいとして作用し、直下型地震等による
3次元の揺れ、荷重、捻れ等によって発生する応力に有
効に対処し、骨組の変形、破壊を防止することができ
る。前記[II]の接合用金物の場合、平板状部材の外
側平坦固定部を第1軸組材とこれに直交する第2軸組材
の隅部、例えば、柱と土台、または、柱と梁、桁、胴差
し等の横架材との隅部の外側面に固定し、当接部材の第
1当接部を第1軸組材の内側面に当接固定し、第2当接
部を第2軸組材の内側面に当接固定し、次いで、筋かい
を平板状部材の内側平坦固定部に固定するか、または、
筋かいを平板状部材の内側平坦固定部と合体された当接
部材の板状部とに固定する。このようにして筋かいを軸
組構造に片掛けに入れるとともに、必要に応じ、たすき
掛けに入れることで、筋かいは引張力に有効に抵抗する
ことになり、直下型地震等による3次元の揺れ、荷重、
捻れ等によって発生する応力に有効に対処できるように
なる。前記[III]の接合用金物の場合、平板状部材
の外側平坦固定部を第1軸組材とこれに直交する第2軸
組材の隅部、すなわち、梁と桁等の横架材相互の隅部の
下側面に固定し、当接部材の第1当接部を第1軸組材の
内側面に当接固定し、第2当接部を第2軸組材の内側面
に当接固定する。次いで、水平筋かいの先端部に適宜の
手段によって設けられたボルトを水平筋かい引張部材の
挿通孔に挿通して固定する。このようにして水平筋かい
を軸組構造に対角線方向に入れるとともに、必要に応
じ、たすき掛けに入れることで、水平筋かいは引張力に
有効に抵抗することになり、直下型地震等による3次元
の揺れ、荷重、捻れ等によって発生する応力に有効に対
処できるようになる。(Operation) In the case of the joining metal article of [1] and [2] of the above [I], the joining metal article is formed at a corner formed by the first frame member and the second frame member orthogonal to the first frame member. Second
The planar portion is on the inner surface of the first frame member, and the fourth planar portion is on the first side.
While contacting the outer side surface of the frame member, the third planar portion is contacted with the inner side surface of the second frame member, and the fifth planar portion is contacted with the outer side surface of the second frame member, and then the first frame member. Then, the metal fitting for joining is fixed to the second frame member by fixing means such as nails, wood screws, and bolts. Next, the end of the brace is brought into contact with the first flat portion and fixed by a fixing means such as a bolt. In this way, by inserting the braces in the frame structure in the diagonal direction (one-sided), or by putting them in the braces, if necessary, they act as tensile braces, and three-dimensional shaking due to a direct earthquake,
It is possible to effectively deal with the stress generated by the load, the twist, etc., and prevent the frame from being deformed or destroyed. If the braces are to be placed on the frame structure as a single hook, it is sufficient to fix the ends of the braces to the same surface of the joining metal fittings that are arranged at diagonal positions of the frame structure, for example, the back side and the back side. When putting into the frame structure, the ends of the braces to be placed on one diagonal line of the frame structure should be fixed to the back side of the metal fittings, and the ends of the braces to be placed on the other diagonal line of the frame structure should be fixed. If the parts are fixed to the front surface side of the joining metal article, the two braces can be crossed and placed in the cross at intervals corresponding to the thickness of the first planar part. Further, in the case of the joining metal fitting of [3] to [8] of [I], the outer flat fixing portion of the flat plate-shaped member is provided on the outer surface of the corner portion of the first frame member and the second frame member orthogonal thereto. The first contact portion of the contact member is fixed to the inner surface of the first frame member, the second contact portion is fixed to the inner surface of the second frame member, and then the braces are fixed. Either the inner flat fixing portion of the flat plate member is fixed, or the braces are fixed to the inner flat fixing portion of the flat member and the plate portion of the abutting member which is united. In this way, the braces are placed on the frame structure in one-sided hooks or, if necessary, placed in the cross-bars to act as tensile braces, and are generated by three-dimensional shaking, loads, and twists due to a direct earthquake, etc. It is possible to effectively deal with the stress that occurs and prevent deformation and destruction of the frame. In the case of the joining metal fitting of the above [II], the outer flat fixing portion of the flat plate-shaped member is a corner portion of the first shaft assembly member and the second shaft assembly member orthogonal to this, for example, a pillar and a base, or a pillar and a beam. , A girder, a girder, etc. fixed to the outer surface of the corner with the horizontal member, and the first contact portion of the contact member fixed to the inner surface of the first shaft assembly member, the second contact portion Is fixed to the inner surface of the second shaft assembly by abutting, and then the braces are fixed to the inner flat fixing portion of the flat plate member, or
The braces are fixed to the inner flat fixing portion of the flat plate-like member and the plate-like portion of the abutting member combined with each other. In this way, by putting the braces on the framework structure as one-sided hooks and, if necessary, by putting them on the cross-bars, the braces effectively resist the tensile force. Shaking, load,
It becomes possible to effectively deal with the stress generated by twisting or the like. In the case of the joining metal fitting of the above [III], the outer flat fixing portion of the flat plate-shaped member is a corner portion of the first shaft assembly member and the second shaft assembly member orthogonal to this, that is, a cross member such as a beam and a girder. The first contact portion of the contact member to the inner surface of the first shaft assembly, and the second contact portion to the inner surface of the second shaft assembly. Fix it in contact. Then, a bolt provided at the tip of the horizontal bracing is inserted and fixed in the insertion hole of the horizontal bracing tension member. In this way, by inserting the horizontal braces into the framework structure in the diagonal direction and, if necessary, putting them in the cross rails, the horizontal braces effectively resist the tensile force. It becomes possible to effectively deal with the stress generated by dimensional fluctuation, load, twist, and the like.
【0012】[0012]
【発明の実施の形態】以下、発明の実施の形態を示し、
さらに詳しくこの発明について説明する。もちろんこの
発明は、以下の実施の形態によって限定されるものでは
ない。なお、説明の便宜上、接合用金物を取付・固定す
るための対象として、軸組構造について説明し、ツーバ
イフォー枠組等に対してもほぼ同様に使用できるもので
あることからこれ等についての詳細な説明は省略する。 (実施の形態1)図1に示された接合用金物(1)は、
直角二等辺三角形状の平板(2)と、該平板(2)より
小型の直角二等辺三角形状の板状部(3)を有し、該板
状部の直角を挟む2辺に沿って断面L字状に屈曲起立さ
れた第1矩形部(4)と第2矩形部(5)とからなるア
ングル部(6)を有する当接部材(7)とから形成され
ている。かかる形状の当接部材(7)は、板状体をプレ
スによって一体成型することで得ることができる。そし
て、前記平板(2)の表面に、当接部材(7)の板状部
(3)の裏面を合体させ、スポット溶接して一体化させ
る。その際、前記平板(2)の直角を二等分する線上に
当接部材の板状部(3)の直角を二等分する線が重なる
ようにし、板状部(3)の斜辺縁を平板(2)の斜辺縁
に合致させる。平板(2)にスポット溶接された当接部
材の板状部(3)は筋かい(図2参照)を固定するため
の部分となるものであり、筋かい固定用のボルト挿通孔
(8)が板状部(3)および平板(2)に穿設されてい
る。板状部(3)表面は、プレス等の適宜の加工手段に
よって粗面化され、筋かいの滑りを防止するようになっ
ている。平板(2)の当接部材(7)の屈曲起立縁外側
に形成された所定幅のL字形平面部(2a)は、直交す
る軸組材、すなわち、柱と土台、柱と梁、桁、胴差し等
の横架材の隅部の外側面に当接する部分となるものであ
って、釘等を挿通するための固定用孔(9)が所定数穿
設されている。また、L字形平面部(2a)の表面に
は、仮止め用の三角形状の突起(11)が所定数突設さ
れている。該仮止め用の突起(11)は、例えば、プレ
スによって打ち抜き加工することで形成できる。平板
(2)の直角を挟む辺縁から当接部材のアングル部
(6)までの間隔は、前記軸組材の幅の1/2に満たな
いものであって、直交する軸組材の隅部の一つの外側面
に最大4個の接合用金物(1)を取り付けることができ
るようになっている(図2参照)。アングル部(6)の
第1矩形部(4)と第2矩形部(5)は、それぞれ直交
する軸組材、すなわち、柱と土台、柱と梁、桁、胴差し
等の横架材の隅部の内側面に当接する部分となるもので
あって、釘等を挿通するための固定用孔(10)が所定
数穿設されている。第1矩形部(4)と第2矩形部
(5)の幅は軸組材の幅以内であればよいが、通常は軸
組材の幅の1/2程度が取扱上好ましい。BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, embodiments of the present invention will be shown.
The present invention will be described in more detail. Of course, the present invention is not limited to the embodiments described below. For the sake of convenience of explanation, a frame structure will be described as an object for mounting and fixing a metal fitting, and since it can be used in almost the same manner for a two-by-four frame structure, etc., a detailed description thereof will be given. Is omitted. (Embodiment 1) The metal fitting (1) shown in FIG.
A flat plate (2) having an isosceles right triangle shape and a plate-like portion (3) having a size smaller than the flat plate (2) and having an isosceles right triangle shape, and having a cross section along two sides sandwiching the right angle of the plate-like portion. It is formed of an abutting member (7) having an angle portion (6) composed of a first rectangular portion (4) and a second rectangular portion (5) bent and erected in an L shape. The contact member (7) having such a shape can be obtained by integrally molding a plate-shaped body by pressing. Then, the back surface of the plate-like portion (3) of the contact member (7) is united with the front surface of the flat plate (2) and spot-welded to be integrated. At that time, the line that bisects the right angle of the plate-like portion (3) of the contact member is made to overlap the line that bisects the right angle of the flat plate (2), and the oblique edge of the plate-like portion (3) is formed. Match the hypotenuse edge of the flat plate (2). The plate-like portion (3) of the contact member spot-welded to the flat plate (2) serves as a portion for fixing the brace (see FIG. 2), and the bolt insertion hole (8) for fixing the brace. Are perforated in the plate portion (3) and the flat plate (2). The surface of the plate-like portion (3) is roughened by an appropriate processing means such as a press to prevent the sliding of the braces. The L-shaped flat surface portion (2a) of a predetermined width formed on the outside of the bending upright edge of the contact member (7) of the flat plate (2) is an orthogonal frame member, that is, a column and a base, a column and a beam, a girder, It is a portion that comes into contact with the outer surface of the corner of a horizontal member such as a body insert, and has a predetermined number of fixing holes (9) for inserting nails or the like. Further, a predetermined number of triangular protrusions (11) for temporary fixing are provided on the surface of the L-shaped flat surface portion (2a). The temporary fixing projections (11) can be formed by punching with a press, for example. The distance from the edges of the flat plate (2) sandwiching the right angle to the angle portion (6) of the abutting member is less than 1/2 of the width of the above-mentioned frame assembly, and is a corner of the orthogonal frame assembly. A maximum of four metal fittings (1) can be attached to one outer surface of the part (see FIG. 2). The first rectangular portion (4) and the second rectangular portion (5) of the angle portion (6) are made up of orthogonal frame members, that is, columns and bases, columns and beams, girders, horizontal members such as girders. A predetermined number of fixing holes (10) for inserting nails or the like are provided, which are portions that come into contact with the inner side surfaces of the corners. The width of the first rectangular portion (4) and the second rectangular portion (5) may be within the width of the frame assembly, but normally about 1/2 of the width of the frame assembly is preferable in terms of handling.
【0013】このような構造の接合用金物(1)は、木
構造内壁側で用いるのに適したものであり、図2は、通
し柱(12)に胴差し(13)が直交して設けられた軸
組における、接合用金物(1)の使用状態を示したもの
である。通し柱(12)と胴差し(13)が直交する隅
部の通し柱の内側面(12a)に接合用金物(1)の第
1矩形部(4)を、胴差しの内側面(13a)に接合用
金物(1)の第2矩形部(5)を当接させ、平板(2)
のL字形平面部(2a)を裏側よりハンマーで叩いて、
仮止め用の突起(11)を通し柱(12)の外側面(1
2b)と胴差し(13)の外側面(13b)に打ち込み
仮止め固定する。仮止め用の突起(11)を備えること
で、仮止めした後は、接合用金物(1)を押さえていた
手を離してもよくなり、高所等での釘打ち作業等が容易
で、安全に行うことができる。次いで、第1矩形部
(4)、第2矩形部(5)、L字形平面部(2a)に穿
設された固定用孔(9)、(10)から釘を通し柱(1
2)、胴差し(13)に打ちつけ、接合用金物(1)を
固定する。そして、筋かい(14)の一方の端部に穿設
された固定用のボルト挿通孔(図示せず)と接合用金物
(1)に穿設されたボルト挿通孔(8)とを合致させ、
ボルト(15)を挿通し、押板(16)を介しナット
(17)を締め、接合用金物(1)に筋かい(14)を
固定する。筋かい(14)の他方の端部を同様にして、
例えば、柱と梁との直交する隅部に取り付けた接合用金
物(図示せず)に固定する。このようにして、引張力に
抵抗する筋かい(14)を取り付けることができる(図
17の部屋に面する筋かい参照)。The joining metal fitting (1) having such a structure is suitable for use on the inner wall side of a wooden structure, and in FIG. 2, a barrel (13) is provided orthogonal to a through pillar (12). Fig. 3 shows a state of use of the joining metal fitting (1) in the frame. The first rectangular portion (4) of the joining metal fitting (1) is joined to the inner side surface (13a) of the barrel (1) on the inner side surface (12a) of the through column at the corner where the through column (12) and the barrel (13) intersect at right angles. The second rectangular portion (5) of the hardware (1) is brought into contact with the flat plate (2).
Hit the L-shaped flat part (2a) of the
The protrusion (11) for temporary fixing is passed through and the outer surface (1
2b) and the outer surface (13b) of the barrel (13) are driven and temporarily fixed. By providing the projection (11) for temporary fixing, after temporary fixing, the hand holding the metal fitting (1) for holding may be released, and nailing work at high places is easy, You can do it safely. Then, the nail is threaded through the fixing holes (9) and (10) formed in the first rectangular portion (4), the second rectangular portion (5) and the L-shaped flat surface portion (2a) (1).
2) Then, the metal fitting (1) is fixed by hitting it on the barrel (13). Then, the fixing bolt insertion hole (not shown) formed at one end of the brace (14) and the bolt insertion hole (8) formed in the joining metal fitting (1) are aligned with each other. ,
The bolt (15) is inserted, the nut (17) is tightened through the push plate (16), and the braces (14) are fixed to the metal fitting (1) for joining. Do the same for the other end of the brace (14),
For example, it is fixed to a metal fitting (not shown) attached to the corners of the columns and the beams that intersect at right angles. In this way, the braces (14) that resist tensile forces can be attached (see the room-facing braces in Figure 17).
【0014】この接合用金物(1)は、通し柱(12)
の軸線方向であるZ方向の応力に対しては、胴差し(1
3)の外側面(13b)に固定された平板(2)のL字
形平面部(2a)が抵抗として作用する。また、胴差し
(13)の軸線方向であるX方向の応力に対しては、通
し柱(12)の外側面(12b)に固定された平板のL
字形平面部(2a)が抵抗として作用する。また、Y方
向の応力に対しては通し柱(12)に当接した第1矩形
部(4)および胴差しに当接した第2矩形部(5)とが
抵抗として作用する。従って、直下型地震等による3次
元の揺れ、荷重、捻れ等によって発生する3次元の応力
に対し、この接合用金物(1)に固定された筋かい(1
4)よって、発生する引張力に対し抵抗することで、軸
組の変形を防止するとともに軸組の接合を跳ね出したり
せず、さらに、軸組材の直交する隅部を3軸方向に強化
することになり、強固な軸組構造を得ることができる。The joining metal fitting (1) has a through column (12).
For the stress in the Z direction, which is the axial direction of
The L-shaped flat surface portion (2a) of the flat plate (2) fixed to the outer side surface (13b) of 3) acts as a resistance. Further, with respect to the stress in the X direction, which is the axial direction of the body insert (13), the flat plate L fixed to the outer surface (12b) of the through column (12).
The letter-shaped flat portion (2a) acts as a resistance. Further, the first rectangular portion (4) in contact with the through column (12) and the second rectangular portion (5) in contact with the body plug act as resistance against the stress in the Y direction. Therefore, the braces (1) fixed to the metal fitting (1) for the three-dimensional stress generated by the three-dimensional shaking, load, twist, etc. due to the direct earthquake, etc.
4) Therefore, by resisting the tensile force generated, the deformation of the frame assembly is prevented, the joint of the frame assembly is not bounced out, and the corners of the frame assembly that are orthogonal to each other are strengthened in the three axis directions. Therefore, a strong frame structure can be obtained.
【0015】また、この接合用金物(1)は、軸組材の
外側面からの作業で軸組材に取り付けることができるこ
と、筋かい(14)の接合用金物(1)への取付も外側
からの作業で行うことができることから、既存の在来軸
組住宅に引張力に抵抗する筋かいをこの接合用金物
(1)によって取付けることで、直下型地震に対しても
充分対処できるように既存の在来軸組住宅を容易に補修
することができる。Further, the joining hardware (1) can be attached to the shaft assembly by an operation from the outer surface of the frame assembly, and the braces (14) are also attached to the joining hardware (1) outside. Since it can be performed from the work from above, by attaching the braces that resist tensile force to the existing conventional framed housing with this joining hardware (1), it is possible to sufficiently cope with the direct earthquake It is possible to easily repair an existing conventional framed house.
【0016】(実施の形態2)図3に示された接合用金
物(21)は、直角二等辺三角形状の平板(22)と、
第1矩形部(23)と第2矩形部(24)とが断面L字
状に連結された当接部材(25)とからなり、当接部材
(25)の断面L字状端縁が平板(22)に溶接されて
一体化されている。その際、前記平板(22)の直角を
二等分する線上に当接部材(25)の直角を二等分する
線が重なるようにし、当接部材(25)の両先端を平板
(22)の斜辺縁に合致させる。当接部材(25)によ
って区画された平板(22)の内側は、筋かいを固定す
るための部分となるものであり、ボルト挿通孔(27)
が穿設されている。そして、その表面は、プレス等の適
宜の加工手段によって粗面化され、筋かいの滑りを防止
するようになっている(図示せず)。当接部材(25)
によって区画された平板(22)の外側に形成された所
定幅のL字形平面部(22a)は、直交する軸組材、柱
と土台、柱と梁、桁、胴差し等の横架材の隅部の外側面
に当接する部分となるものであって、釘等を挿通するた
めの固定用孔(26)が所定数穿設されている。また、
L字形平面部(22a)の表面には、仮止め用の三角形
状の突起(28)が所定数突設されている。該仮止め用
の突起(28)は、プレスによって打ち抜き加工するこ
とで形成できる。平板(22)の直角を挟む辺縁から当
接部材(25)までの間隔は、前記軸組材の幅の1/2
に満たないものであって、柱と胴差し等の直交する軸組
材の隅部の一つの外側面に最大4個の接合用金物(2
1)を取り付けることができるようになっている。当接
部材(25)の第1矩形部(23)と第2矩形部(2
4)は、それぞれ直交する軸組材、柱と土台、柱と梁、
桁、胴差し等の横架材の隅部の内側面に当接する部分と
なるものであって、釘等を挿通するための固定用孔(2
9)が所定数穿設されている。第1矩形部(23)と第
2矩形部(24)の幅は軸組材の幅以内であればよい
が、通常は軸組材の幅の1/2程度が取扱上好ましいこ
とは実施の形態1と同様である。このような構造の接合
用金物(21)は、木構造内側で直交する軸組に用いる
のに適したものであって、実施の形態1で説明したよう
に使用することができる。(Embodiment 2) A metal fitting (21) shown in FIG. 3 is a flat plate (22) having an isosceles right triangle shape.
The first rectangular portion (23) and the second rectangular portion (24) are composed of an abutting member (25) connected to each other in an L-shaped cross section, and the L-shaped end edge of the abutting member (25) is a flat plate. It is welded to and integrated with (22). At that time, the line bisecting the right angle of the contact member (25) is made to overlap the line bisecting the right angle of the flat plate (22), and both ends of the contact member (25) are flattened. Match the hypotenuse edge of. The inside of the flat plate (22) partitioned by the contact member (25) serves as a portion for fixing the braces, and the bolt insertion hole (27).
Has been drilled. Then, the surface is roughened by an appropriate processing means such as a press to prevent the sliding of the braces (not shown). Abutment member (25)
The L-shaped flat surface portion (22a) having a predetermined width formed on the outer side of the flat plate (22) partitioned by A predetermined number of fixing holes (26) for inserting nails or the like are formed in a portion that comes into contact with the outer surface of the corner. Also,
A predetermined number of triangular protrusions (28) for temporary fixing are provided on the surface of the L-shaped flat surface portion (22a). The projections (28) for temporary fixing can be formed by punching with a press. The distance from the edges of the flat plate (22) sandwiching the right angle to the contact member (25) is 1/2 of the width of the shaft assembly.
Up to four metal fittings (2
1) can be attached. The first rectangular portion (23) and the second rectangular portion (2) of the contact member (25)
4) are orthogonal frame members, columns and foundations, columns and beams,
A fixing hole (2) for contacting an inner surface of a corner portion of a horizontal member such as a girder or a body insert, for inserting a nail or the like.
9) is drilled in a predetermined number. The width of the first rectangular portion (23) and the second rectangular portion (24) may be within the width of the frame assembly, but normally, about 1/2 of the width of the frame assembly is preferable in terms of handling. It is the same as the form 1. The joining metal fitting (21) having such a structure is suitable for use in a frame set orthogonal to each other inside the wooden structure, and can be used as described in the first embodiment.
【0017】(実施の形態3)図4に示された接合用金
物(31)は、直角二等辺三角形状の平板(32)と、
第1矩形部(33)と第2矩形部(34)とが断面L字
状に連結され、第1矩形部(33)には第1フラップ部
(33a)が断面L字状の内側に折り曲げて設けられ、
同様に、第2矩形部(34)には第2フラップ部(34
a)が断面L字状の内側に折り曲げて設けられた当接部
材(35)とからなる。そして、当接部材(35)の第
1フラップ部(33a)および第2フラップ部(34
a)の裏面が平板(32)の表面にスポット溶接されて
一体化されている。その際、前記平板(32)の直角を
二等分する線上に当接部材(35)の直角を二等分する
線が重なるようにし、当接部材(35)の両先端を平板
(32)の斜辺縁に合致させる。当接部材(35)によ
って区画された平板(32)の内側は、筋かいを固定す
るための部分となるものであり、ボルト挿通孔(37)
が穿設されている。そして、その表面は、第1フラップ
部(33a)および第2フラップ部(34a)に相当す
る部分を除きプレス等の適宜の加工手段によって粗面化
され、筋かいの滑りを防止するようになっている(図示
せず)。当接部材(35)によって区画された平板(3
2)の外側に形成された所定幅のL字形平面部(32
a)は、柱と土台の隅部の外側面に当接する部分となる
ものであって、釘等を挿通するための固定用孔(36)
が所定数穿設されている。また、該L字形平面部(32
a)の表面には、仮止め用の三角形状の突起(38)が
所定数突設されている。該仮止め用の突起(38)は、
プレスによって打ち抜き加工することで形成できる。平
板(32)の直角を挟む辺縁から当接部材(35)まで
の間隔は、前記柱または土台の幅の1/2に満たないも
のである。当接部材(35)の第1矩形部(33)と第
2矩形部(34)は、それぞれ柱と土台の隅部の内側面
に当接する部分となるものであって、釘等を挿通するた
めの固定用孔(39)が所定数穿設されている。第1矩
形部(33)と第2矩形部(34)の幅は軸組材の幅以
内であればよいが、通常は軸組材の幅の1/2程度が取
扱上好ましいことは実施の形態1と同様である。このよ
うな構造の接合用金物(31)も、木構造内側で直交す
る軸組に用いるのに適したものであって、実施の形態1
で説明したように使用することができる。(Embodiment 3) The metal fitting (31) shown in FIG. 4 is a flat plate (32) having an isosceles right triangle shape.
The first rectangular portion (33) and the second rectangular portion (34) are connected to each other in an L-shaped cross section, and the first flap portion (33a) of the first rectangular portion (33) is bent inward in the L-shaped cross section. Is provided by
Similarly, the second flap portion (34) is attached to the second rectangular portion (34).
a) is composed of an abutting member (35) which is bent inward and has an L-shaped cross section. Then, the first flap portion (33a) and the second flap portion (34) of the contact member (35).
The back surface of a) is spot-welded and integrated with the front surface of the flat plate (32). At that time, the line bisecting the right angle of the contact member (35) is made to overlap with the line bisecting the right angle of the flat plate (32), and both ends of the contact member (35) are flat plate (32). Match the hypotenuse edge of. The inside of the flat plate (32) partitioned by the contact member (35) serves as a portion for fixing the braces, and the bolt insertion hole (37).
Has been drilled. Then, the surface thereof is roughened by an appropriate processing means such as a press, except for the portions corresponding to the first flap portion (33a) and the second flap portion (34a), so as to prevent slipping of braces. (Not shown). The flat plate (3 divided by the contact member (35)
2) L-shaped flat surface portion (32
a) is a portion that comes into contact with the outer surfaces of the corners of the pillar and the base, and is a fixing hole (36) for inserting a nail or the like.
Are drilled in a predetermined number. In addition, the L-shaped flat portion (32
A predetermined number of triangular protrusions (38) for temporary fixing are provided on the surface of a). The projection (38) for temporary fixing is
It can be formed by punching with a press. The distance from the edges of the flat plate (32) sandwiching the right angle to the contact member (35) is less than 1/2 of the width of the pillar or the base. The first rectangular portion (33) and the second rectangular portion (34) of the abutting member (35) are portions that come into contact with the inner side surfaces of the corners of the pillar and the base, respectively, and insert a nail or the like. A fixed number of fixing holes (39) are provided for this purpose. The width of the first rectangular portion (33) and the second rectangular portion (34) may be within the width of the frame assembly, but normally it is preferable that the width of the frame assembly is about ½ in terms of handling. It is the same as the form 1. The joining hardware (31) having such a structure is also suitable for use in a frame set orthogonal to each other inside the wooden structure, and the first embodiment
Can be used as described in.
【0018】なお、柱、梁に桁が組み合わせられるよう
な3つの軸組材が直交する場合、すなわち、第1軸組材
および第2軸組材に、第3軸組材が直交する場合には、
平板状部材に第3軸組材の逃げとなる切り欠き部を設け
ればよい。In the case where three shaft assemblies which are combined with columns and beams are orthogonal to each other, that is, when the first shaft assembly and the second shaft assembly are orthogonal to the third shaft assembly. Is
The flat member may be provided with a notch that serves as a relief for the third frame member.
【0019】(実施の形態4)図5に示された接合用金
物(41)は木構造外壁側に用いるのに適したものであ
る。該接合用金物(41)の当接部材(42)は、実施
の形態1と同一の形状ものを使用している。そして、直
角二等辺三角形状の平板(43)の直角を挟む2辺から
所定間隔をおいてプレス加工することによって、平板
(43)の裏面から表面に向かって段部(44)を成型
して、該平板(43)より小型の直角二等辺三角形状の
平坦部(45)が形成されている。該平坦部(45)の
表面には、当接部材(42)の直角二等辺三角形状の板
状部(46)の裏面を合体させ、スポット溶接して一体
化させる。平板(43)にスポット溶接された当接部材
の板状部(46)は筋かいを固定するための部分となる
ものであり、筋かい固定用のボルト挿通孔(47)が板
状部(46)および平板の平坦部(45)に穿設されて
いる。板状部(46)表面は、プレス等の適宜の加工手
段によって粗面化され、筋かいの滑りを防止するように
なっている(図示せず)。平板(43)の段部(44)
外側に形成された所定幅のL字形平面部(43a)は、
直交する軸組材、柱と土台、柱と梁、桁、胴差し等の横
架材の隅部の外側面に当接する部分となるものであっ
て、釘等を挿通するための固定用孔(48)が所定数穿
設されている。また、L字形平面部(43a)の表面に
は、仮止め用の三角形状の突起(49)が所定数突設さ
れている。該仮止め用の突起(49)は、例えば、プレ
スによって打ち抜き加工することで形成できる。段部
(44)の幅は、筋かい固定用のボルト(50)の頭の
厚さに相当する程度であって、ボルト(50)を装着し
た時、平板(43)の裏面からボルト(50)の頭が突
出しないようになっている(図6参照)。平板(43)
の直角を挟む辺縁から当接部材(42)までの間隔は、
前記軸組材の幅の1/2に満たないものであって、当接
部材(42)の第1矩形部(51)と第2矩形部(5
2)は、それぞれ隅柱(53)と土台(54)の隅部の
内側面(53a)、(54a)に当接する部分となるも
のであって、釘等を挿通するための固定用孔(55)が
所定数穿設されている。第1矩形部(51)と第2矩形
部(52)の幅は隅柱(53)または土台(54)の幅
以内であればよいが、通常は軸組材の幅の1/2程度が
取扱い上好ましい(図6参照)。(Embodiment 4) The metal fitting (41) shown in FIG. 5 is suitable for use on the outer wall side of a wooden structure. The contact member (42) of the metal fitting (41) has the same shape as that of the first embodiment. Then, the step (44) is formed from the back surface to the front surface of the flat plate (43) by pressing at a predetermined interval from the two sides sandwiching the right angle of the flat plate (43) having an isosceles right triangle shape. A flat portion (45) having an isosceles right triangle shape smaller than the flat plate (43) is formed. The back surface of the plate portion (46) having an isosceles right triangle shape of the contact member (42) is joined to the surface of the flat portion (45) and spot-welded to be integrated. The plate-like portion (46) of the contact member spot-welded to the flat plate (43) serves as a portion for fixing the braces, and the bolt insertion hole (47) for fixing the braces is the plate-like portion ( 46) and the flat part (45) of the flat plate. The surface of the plate-like portion (46) is roughened by an appropriate processing means such as a press to prevent the sliding of the braces (not shown). Step (44) of flat plate (43)
The L-shaped flat surface portion (43a) having a predetermined width formed on the outside is
A fixing hole for inserting a nail or the like, which is a portion that comes into contact with an outer surface of a corner of a transverse member such as a crossed frame member, a pillar and a base, a pillar and a beam, a girder, and a girder. A predetermined number of (48) are drilled. In addition, a predetermined number of triangular protrusions (49) for temporary fixing are provided on the surface of the L-shaped flat portion (43a). The temporary fixing protrusions (49) can be formed by punching with a press, for example. The width of the step portion (44) is equivalent to the thickness of the head of the bolt (50) for fixing the brace, and when the bolt (50) is attached, the bolt (50) is moved from the back surface of the flat plate (43). ) 'S head does not protrude (see FIG. 6). Flat plate (43)
The distance from the edge that sandwiches the right angle of to the contact member (42) is
The first rectangular portion (51) and the second rectangular portion (5) of the abutting member (42) are less than 1/2 of the width of the frame assembly.
Reference numeral 2) is a portion that comes into contact with the inner surfaces (53a) and (54a) of the corners of the corner pillar (53) and the base (54), respectively, and is a fixing hole (for fixing a nail or the like). 55) is drilled in a predetermined number. The width of the first rectangular portion (51) and the second rectangular portion (52) may be within the width of the corner post (53) or the base (54), but normally about 1/2 of the width of the frame assembly is used. It is preferable in terms of handling (see FIG. 6).
【0020】図6は、このような構造の接合用金物(4
1)が隅柱(53)と土台(54)の直交する隅部に取
り付けられ、筋かい(56)を固定する状態を示してい
る。その使用の詳細については説明を省略する。当接部
材は、前記した構造のものに限られず、実施の形態2、
3で示したような構造のものを採用できることはいうま
でもない。実施の形態2で示したような当接部材を採用
する際は、当接部材の第1矩形部と第2矩形部の下部内
面を平板の段部に溶接するようにしてもよい。FIG. 6 shows a metal fitting (4
1) is attached to the corners of the corner post (53) and the base (54) at right angles to each other, and shows the state in which the braces (56) are fixed. The description of the details of its use is omitted. The contact member is not limited to the one having the above-described structure,
It goes without saying that the structure shown in 3 can be adopted. When adopting the contact member as shown in the second embodiment, the lower inner surfaces of the first rectangular portion and the second rectangular portion of the contact member may be welded to the stepped portion of the flat plate.
【0021】なお、実施の形態1〜4において、平板を
直角二等辺三角形状として説明したが、平板の形状はこ
れに限定されるものではなく、例えば、正方形であって
もよいことはいうまでもない。また、L字形平面部に設
けられた仮止め用の突起の形状は、三角形状に限られる
ものではなく、適宜の形状が採用できるものである。ま
た、仮止め用の突起はL字形平面部の全てでなくL字形
の一方にだけ設けてもよいものである。そして、釘等を
挿通する固定用孔も後述する実施の形態5等で示すよう
な長孔であってもよいものである。In the first to fourth embodiments, the flat plate has been described as an isosceles right triangle, but the shape of the flat plate is not limited to this, and may be, for example, a square. Nor. Further, the shape of the temporary fixing projection provided on the L-shaped flat surface is not limited to the triangular shape, and an appropriate shape can be adopted. Further, the provisional fixing protrusion may be provided only on one side of the L-shape instead of on the entire L-shaped plane portion. The fixing hole through which the nail or the like is inserted may be a long hole as shown in the fifth embodiment described later.
【0022】(実施の形態5)図7に示される接合用金
物(91)は、直角二等辺三角形状の第1平面状部(9
2)の直角を挟む第1辺(93)において第1平面状部
(92)と垂直に交わる矩形状の第2平面状部(94)
が連設され、前記第1平面状部の直角を挟む第2辺(9
5)において第1平面状部(92)と垂直に交わる矩形
状の第3平面状部(96)が連設され、その結果、第2
平面状部(94)と第3平面状部(96)とは、断面L
字状に連設されており、第1平面状部の裏面(97)側
において、前記第1辺(93)から所定距離にある第2
平面状部(94)の端縁より外方に向かい第2平面状部
(94)に垂直に交わる四辺形の第4平面状部(98)
が連設され、第1平面状部の裏面(97)側において、
前記第2辺(95)から所定距離にある第3平面状部
(96)の端縁より外方に向かい第3平面状部に垂直に
交わる四辺形の第5平面状部(99)が連設された形状
をしている。接合用金物(91)は、一枚の金属板から
プレス加工によって形成することもできるし、図8の展
開図に示す形状に切断した金属板を折り曲げ加工し、第
2平面状部(94)と第3平面状部(96)との合わせ
目を溶接することによって形成することもできる。ま
た、図9に示されるように、接合用金物(91)におい
ては、第1平面状部(92)は筋かい(100)の端部
固定に用いられるものであって、直角二等辺三角形の直
角を二等分する線に対して対称に、筋かいを固定するボ
ルト挿通孔(101)が穿設されている。また、第1平
面状部(92)の裏面(97)および表面は、プレス等
の適宜の加工手段によって粗面化され、筋かいのすべり
を防止するようになっている。矩形状の第2平面状部
(94)は第1軸組材(102)の内側面(102a)
との当接固定に用いられるものであって、釘等を挿通す
るための固定用孔(103)が所定数穿設されている。
そして、第4平面状部(98)は、第1軸組材(10
2)の外側面(102b)との当接固定に用いられるも
のであって、釘等を挿通するための固定用孔(103)
が所定数穿設されている。第3平面状部(96)は、第
2軸組材(104)の内側面(104a)との当接固定
に用いられるものであって、釘等を挿通するための固定
用孔(103)が所定数穿設されている。この固定用孔
(103)の内、第1軸組材と第2軸組材との隅部に近
い位置に穿設された固定用孔は、第2軸組材(104)
の長手方向に沿った長孔(105)となっている。そし
て、第5平面状部(99)は、第2軸組材(104)の
外側面(104b)との当接固定に用いられるものであ
って、釘等を挿通するための固定用孔(103)が所定
数穿設されている。この固定用孔(103)の内、第1
軸組材と第2軸組材との隅部に近い位置に穿設された固
定用孔は、第2軸組材(104)の長手方向に沿った長
孔(105)となっている。また、第5平面状部(9
9)には、第2軸組材(104)との仮止め用の三角形
状の突起(106)が所定数突設されている。該仮止め
用の突起(106)は、例えば、プレスによって打ち抜
き加工することで形成できる。図7においては、第2平
面状部(94)の幅と第3平面状部(96)の幅は同一
であって、第1軸組材(102)および第2軸組材(1
04)の幅のほぼ1/2となっている。筋かい(10
0)を軸組構造の片掛けに入れる場合は、軸組構造の対
角線位置に配設する接合用金物(91)の同一面、例え
ば、裏面(97)と裏面(97)に筋かい(100)の
端部をそれぞれ固定すれば良い。また、軸組構造の同一
面側の四隅に接合用金物を用いる場合において、筋かい
(100)を軸組構造にたすき掛けに入れる場合は、軸
組構造の一方の対角線に配置する筋かい(100)の端
部を、接合用金物(91)の裏面(97)にそれぞれ固
定し、軸組構造の他方の対角線に配置する筋かい(10
0)の端部を、接合用金物(91)の表面にそれぞれ固
定するようにすれば、第1平面状部(92)の厚さ分だ
けの間隔で、2つの筋かいを交差してたすき掛けに入れ
ることができる。なお、接合用金物(91)の取付方は
これに限定されるものではないことはもちろんである。
なお、第1軸組材(102)と第2軸組材(104)と
の幅が同一でない場合には、第4平面状部(98)と第
5平面状部(99)が平行平面にあるものを用いればよ
い。また、第2平面状部(94)の端縁から第4平面状
部(98)までの幅は第1軸組材(102)の幅の1/
2より少し短く、第3平面状部(96)の端縁から第5
平面状部(99)までの幅は第2軸組材(104)の幅
の1/2より少し短いものである。これによって、第1
軸組材(102)および第2軸組材(104)の外側面
に該接合用金物(91)が最大4個取り付けることがで
き、第1軸組材、第2軸組材の外側面に強固に固定でき
る。(Embodiment 5) A metal fitting (91) shown in FIG. 7 has a first planar portion (9) having an isosceles right triangle shape.
2) A rectangular second planar portion (94) perpendicularly intersecting the first planar portion (92) on the first side (93) sandwiching the right angle of 2).
Are continuously provided, and the second side (9
In 5), a rectangular third flat surface portion (96) perpendicularly intersecting the first flat surface portion (92) is continuously provided, and as a result, a second flat surface portion (92) is formed.
The plane portion (94) and the third plane portion (96) have a cross section L.
The second members, which are arranged in a letter shape and are located at a predetermined distance from the first side (93) on the back surface (97) side of the first planar portion.
A quadrilateral fourth planar portion (98) that extends outward from the edge of the planar portion (94) and intersects perpendicularly with the second planar portion (94).
On the back surface (97) side of the first planar portion,
A quadrilateral fifth flat portion (99) extending outward from the edge of the third flat portion (96) at a predetermined distance from the second side (95) and perpendicular to the third flat portion (99) is continuous. It has an installed shape. The metal fitting (91) can be formed by pressing from a single metal plate, or the metal plate cut into the shape shown in the development view of FIG. 8 can be bent to form the second planar portion (94). It can also be formed by welding the joint between the and the third planar portion (96). Further, as shown in FIG. 9, in the metal fitting (91) for joining, the first planar portion (92) is used for fixing the end portion of the braces (100), and has a right isosceles triangle shape. A bolt insertion hole (101) for fixing the braces is provided symmetrically with respect to a line that bisects the right angle. Further, the back surface (97) and the surface of the first flat portion (92) are roughened by an appropriate processing means such as a press to prevent the slip of the braces. The rectangular second planar portion (94) is the inner surface (102a) of the first shaft assembly (102).
A fixed hole (103) for inserting a nail or the like is formed in a predetermined number, which is used for abutting and fixing with.
And the 4th plane part (98) is the 1st axis assembly (10
A fixing hole (103) for contacting and fixing with the outer side surface (102b) of 2) for inserting a nail or the like.
Are drilled in a predetermined number. The third flat portion (96) is used for abutting and fixing to the inner surface (104a) of the second shaft assembly (104), and is a fixing hole (103) for inserting a nail or the like. Are drilled in a predetermined number. Among the fixing holes (103), the fixing holes formed near the corners of the first frame assembly and the second frame assembly are the second frame assembly (104).
Is a long hole (105) along the longitudinal direction of the. The fifth flat portion (99) is used for abutting and fixing to the outer surface (104b) of the second shaft assembly (104), and a fixing hole (for inserting a nail or the like) ( 103) is drilled in a predetermined number. The first of the fixing holes (103)
The fixing hole formed near the corner between the frame member and the second frame member is a long hole (105) along the longitudinal direction of the second frame member (104). In addition, the fifth planar portion (9
9) A predetermined number of triangular protrusions (106) for temporary fixing to the second frame member (104) are provided. The temporary fixing protrusion (106) can be formed by punching with a press, for example. In FIG. 7, the width of the second planar portion (94) and the width of the third planar portion (96) are the same, and the first shaft assembly (102) and the second shaft assembly (1)
It is almost 1/2 of the width of 04). Brace (10
0) in the half-hook of the frame structure, the braces (100) are formed on the same surface of the metal fitting (91) arranged at diagonal positions of the frame structure, for example, the back surface (97) and the back surface (97). It is sufficient to fix each end part of). In addition, when using the metal fittings at the four corners on the same surface side of the frame structure, when the braces (100) are put in the frame structure, the braces arranged on one diagonal line of the frame structure ( The braces (10) for fixing the ends of (100) to the back surface (97) of the metal fitting (91) and arranging them on the other diagonal line of the framework structure (10).
By fixing the ends of (0) to the surface of the metal fitting (91) for joining, the two braces cross each other at an interval corresponding to the thickness of the first planar portion (92). It can be hung. Needless to say, how to attach the metal fitting (91) is not limited to this.
In addition, when the widths of the first shaft assembly member (102) and the second shaft assembly member (104) are not the same, the fourth flat surface portion (98) and the fifth flat surface member (99) become parallel planes. You can use a certain one. Further, the width from the edge of the second flat portion (94) to the fourth flat portion (98) is 1 / the width of the first shaft assembly (102).
A little shorter than 2 and 5th from the edge of the 3rd plane part (96)
The width up to the flat portion (99) is slightly shorter than 1/2 of the width of the second frame member (104). Thereby, the first
Up to four metal fittings (91) can be attached to the outer surfaces of the frame assembly (102) and the second frame assembly (104), and can be attached to the outer surfaces of the first assembly and the second assembly. Can be firmly fixed.
【0023】このような構造の接合用金物(91)は、
例えば、図9に示されるような第1軸組材(102)を
通し柱に、第2軸組材(104)を胴差しとした軸組の
隅部に使用できる。ここにおいて、接合用金物(91)
を軸組の隅部に固設するには、先ず、接合用金物(9
1)を軸組の隅部に当接させ、仮止め用の突起(10
6)によって仮固定する。これにより、仮止め後は、接
合用金物(91)を押さえていた手を離してもよくな
り、高所等での釘打ち作業等が容易で、安全に行うこと
ができる。そして、第3平面状部(96)の長孔(10
5)と第5平面状部(99)の長孔(105)に釘を挿
通して第2軸組材(104)の内側面(104a)と外
側面(104b)に軽く固定する。ここで、釘は完全に
打ち込まず、僅かな余裕を残しておくことが好ましい。
次いで、第2平面状部(94)等をハンマーで叩けば、
接合用金物(91)は、その長孔(105)に打ち込ま
れた釘によって移動方向を規制されながら移動する。こ
の場合、仮止め用の突起(106)は、第2軸組材(1
04)にくい込んだまま移動することになる。このよう
にすれば、第2平面状部(94)を第1軸組材(10
2)の内側面に確実に当接させることができる。次い
で、長孔(105)に挿通させた釘を完全に固定すると
ともに、その他の固定用孔(103)に釘を挿通し、接
合用金物(91)を軸組の隅部にしっかりと固設する。
そして、第1平面状部(92)の裏面(97)に筋かい
(100)の一方の端部を当接させ、筋かい(100)
の端部に穿設された固定用のボルト挿通孔(107)と
第1平面状部(92)に穿設されたボルト挿通孔(10
1)とを合致させ、ボルト(108)を、押板(10
9)を介して筋かい(100)のボルト挿通孔(10
7)、第1平面状部(92)のボルト挿通孔(101)
に挿通し、第1平面状部(92)の表面側からナット
(110)を締め、接合用金物(91)に筋かい(10
0)を固定する。筋かい(100)の他方の端部を同様
にして、例えば、柱と梁との隅部に取り付けた接合用金
物(図示せず)に固定する。このようにして、引張力に
抵抗する筋かい(100)を取り付けることができる。The joining metal fitting (91) having such a structure is
For example, the first framing member (102) as shown in FIG. 9 can be used as a through column, and the second framing member (104) can be used as a corner portion of a framing having a barrel. Here, metal fittings (91)
In order to fix the frame to the corner of the frame, first, the metal fitting (9
1) is brought into contact with the corner of the shaft assembly, and the projection (10
Temporarily fix by 6). As a result, after the temporary fixing, the hand holding the joining metal fitting (91) may be released, and nailing work or the like at a high place can be performed easily and safely. Then, the long hole (10) of the third planar portion (96) is
5) and a long hole (105) in the fifth flat portion (99) is inserted into the second shaft assembly (104) to lightly fix it to the inner surface (104a) and the outer surface (104b). Here, it is preferable that the nail is not driven completely and a slight margin is left.
Then, hit the second flat portion (94) and the like with a hammer,
The metal fitting (91) moves while its moving direction is regulated by a nail driven into the long hole (105). In this case, the projection (106) for temporary fixing is the second shaft assembly (1
04) It will be difficult to move while moving. By doing so, the second planar portion (94) is connected to the first shaft assembly (10).
It can be reliably brought into contact with the inner surface of 2). Next, the nail inserted through the long hole (105) is completely fixed, and the nail is inserted through the other fixing holes (103), and the metal fitting (91) is firmly fixed to the corner of the shaft assembly. To do.
Then, one end of the brace (100) is brought into contact with the back surface (97) of the first planar portion (92) to make a brace (100).
A bolt insertion hole (107) for fixing which is formed at an end portion of the bolt and a bolt insertion hole (10) which is formed in the first flat portion (92).
1) and match the bolt (108) with the push plate (10
9) Via the bolt insertion hole (10) of the brace (100)
7), the bolt insertion hole (101) of the first planar portion (92)
The nut (110) from the surface side of the first flat portion (92), and the braces (10) are attached to the joining hardware (91).
0) is fixed. Similarly, the other end of the brace (100) is fixed to, for example, a metal fitting (not shown) attached to a corner of a column and a beam. In this way, the braces (100) that resist tensile forces can be attached.
【0024】この接合用金物(91)は、第1軸組材
(102)の軸線方向であるZ方向の応力に対しては、
第2軸組材(104)の外側面(104b)に固定され
た第5平面状部(99)が抵抗として作用する。また、
第2軸組材(104)の軸線方向であるX方向の応力に
対しては、第1軸組材(102)の外側面(102b)
に固定された第4平面状部(98)が抵抗として作用す
る。また、Y方向の応力に対しては第1軸組材(10
2)の内側面(102a)に当接した第2平面状部(9
4)および第2軸組材(104)の内側面に当接した第
3平面状部(96)とが抵抗として作用する。従って、
直下型地震等による3次元の揺れ、荷重、捻れ等によっ
て発生する3次元の応力に対し、この接合用金物(9
1)に固定された筋かい(100)によって発生する引
張力に対し抵抗することで、軸組の変形を防止するとと
もに軸組の接合を跳ね出したりせず、さらに、軸組材の
直交する隅部を3軸方向に強化することになり、強固な
軸組構造を得ることができる。また、この接合用金物
(91)は、軸組材の外側面からの作業で軸組材に取り
付けることができること、筋かい(100)の接合用金
物(91)への取付も外側面からの作業で行うことがで
きることから、既存の在来軸組住宅に、この接合用金物
(91)によって引張力に抵抗する筋かいを取付けるこ
とで、直下型地震に対しても充分対処できるように既存
の在来軸組住宅を容易に補修することができる。なお、
第4平面状部(98)と第5平面状部(99)とは一体
とならず、切り欠かれた状態となっているが、これは第
3軸組材が第1軸組材と第2軸組材とに直交する箇所に
使用できるようにするためである。従って、軸組構造が
2軸で直交するだけの箇所に用いる場合には、切り欠き
を設けることなく第4平面状部(98)と第5平面状部
(99)とを平面部で接続してもよいものである。This joining hardware (91) is resistant to stress in the Z direction which is the axial direction of the first frame assembly (102).
The fifth planar portion (99) fixed to the outer surface (104b) of the second shaft assembly (104) acts as a resistance. Also,
For the stress in the X direction, which is the axial direction of the second frame member (104), the outer surface (102b) of the first frame member (102).
The fourth planar portion (98) fixed to the plate acts as a resistance. Further, with respect to the stress in the Y direction, the first shaft assembly (10
2) the second plane-shaped portion (9) that is in contact with the inner surface (102a) of
4) and the third planar portion (96) that is in contact with the inner surface of the second frame member (104) act as resistance. Therefore,
For the three-dimensional stress generated by the three-dimensional shaking, load, twist, etc. due to the direct earthquake, etc.
By resisting the tensile force generated by the braces (100) fixed to 1), the deformation of the frame is prevented and the joint of the frame is not jumped out. Since the corners are reinforced in the three axis directions, a strong frame structure can be obtained. Further, this joining metal fitting (91) can be attached to the shaft assembly by an operation from the outer side surface of the frame assembly, and the braces (100) can be attached to the joining hardware (91) from the outer surface. Since it can be done by work, existing braided houses can be installed with braces that resist tensile force by using the metal fittings (91), so that existing direct-type earthquakes can be sufficiently dealt with. It is possible to easily repair a conventional frame house. In addition,
The fourth flat portion (98) and the fifth flat portion (99) are not integrated and are in a notched state, but this means that the third frame assembly and the first frame assembly are This is so that it can be used at a position orthogonal to the biaxial assembly. Therefore, when the frame assembly structure is used only at a position where two axes are orthogonal to each other, the fourth plane portion (98) and the fifth plane portion (99) are connected by the plane portion without providing a notch. It's okay.
【0025】(実施の形態6)図10に示された接合用
金物(111)は、実施の形態5に示された接合用金物
の第3平面状部が右前方に延長され、延長部にボルト挿
通孔(112)を設けるとともに仮止め用の突起を除
き、長孔を通常の固定用孔とした点が相違するだけであ
ることから、詳細な説明は省略する。該接合用金物(1
11)は、例えば、図11に示されるように、基礎(1
13)に設けられたボルト(114)を第2軸組材(1
15)である土台のボルト挿通孔(図示せず)と接合用
金物(111)のボルト挿通孔(112)に挿通し、座
金を介しナット(116)で固設することで、基礎(1
13)に、第2軸組材(115)である土台、第1軸組
材(117)である柱を強固に固設することができる。
その他、桁と柱の緊結をするためにも使用できる。(Embodiment 6) In the joining metal article (111) shown in FIG. 10, the third planar portion of the joining metal article shown in the fifth embodiment is extended to the front right, and an extension portion is formed. A detailed description thereof will be omitted because it is different from the point that the bolt insertion hole (112) is provided and the projection for temporary fixing is removed, and the long hole is a normal fixing hole. The metal fitting (1
11) is, for example, as shown in FIG.
The bolt (114) provided on 13) is attached to the second shaft assembly (1
15) is inserted into the bolt insertion hole (not shown) of the base and the bolt insertion hole (112) of the metal fitting (111), and is fixed by the nut (116) through the washer, so that the foundation (1
In 13), the base which is the second frame assembly (115) and the column which is the first frame assembly (117) can be firmly fixed.
In addition, it can also be used to tighten the columns and columns.
【0026】(実施の形態7)図12に示された接合用
金物(121)は、実施の形態5に示された接合用金物
の第1平面状部の表面に、直角二等辺三角形状の第6平
面状部(122)と、該平面状部の直角を挟む2辺に沿
って断面L字状に屈曲起立された矩形状の第7平面状部
(123)と第8平面状部(124)とからなる当接部
材(125)の裏面を、スポット溶接等により接合した
構造のものである。この接合用金物(121)について
の詳細な説明は省略する。この様な接合用金物(12
1)は、第1軸組材と第2軸組材の内側面との固定用孔
(126)の数を多くすることができるとともに孔の配
置の自由度が広がることから、直下型地震等による3次
元の揺れ、荷重、捻れ等によって発生する応力に充分対
処できるようになる。また、この様な形状の接合用金物
(121)は、平面状部材を適宜組み合わせることでも
形成できるものであって、上記した構造だけに限定され
るものでない。例えば、図13に示される接合用金物
(131)は、実施の形態5に示された接合用金物の第
2平面状部と第3平面状部の幅が、それぞれ第1軸組材
と第2軸組材の内側面の幅に相当するものであり、直角
二等辺三角形状の第1平面状部(132)が第2平面状
部(133)と第3平面状部(134)の幅の1/2の
位置に溶接等によって固定された構造のものであっても
よいものである。(Embodiment 7) The joining metal article (121) shown in FIG. 12 has a right isosceles triangular shape on the surface of the first plane portion of the joining metal article shown in the fifth embodiment. A sixth plane-shaped portion (122), and a rectangular seventh plane-shaped portion (123) and an eighth plane-shaped portion (123) that are bent and erected in an L-shaped cross section along two sides that sandwich the right angle of the plane-shaped portion. And a back surface of an abutting member (125) composed of (124) are joined by spot welding or the like. A detailed description of the joining hardware (121) will be omitted. Such joining hardware (12
In 1), since it is possible to increase the number of fixing holes (126) on the inner surface of the first framing member and the second framing member and to increase the degree of freedom in arranging the holes, a direct earthquake, etc. It becomes possible to sufficiently deal with the stress generated by the three-dimensional shaking, load, twist, etc. Moreover, the metal fitting (121) having such a shape can be formed by appropriately combining planar members, and is not limited to the above structure. For example, in the bonding hardware (131) shown in FIG. 13, the widths of the second planar portion and the third planar portion of the bonding hardware shown in Embodiment 5 are the same as those of the first framing member and the first framing member, respectively. It corresponds to the width of the inner side surface of the biaxial assembly, and the first planar portion (132) in the shape of an isosceles right triangle is the width of the second planar portion (133) and the third planar portion (134). It may have a structure in which it is fixed at a position of ½ of the position by welding or the like.
【0027】(実施の形態8)図14に示された接合用
金物(141)は、実施の形態5に示された接合用金物
の仮止め用の突起を省いたものの第1平面状部の表面
と、それと鏡面対称をした接合用金物の第1平面状部の
表面とをスポット溶接等により接合した構造のものであ
る。この接合用金物(141)についての詳細な説明も
省略する。この様な接合用金物(141)は、第1軸組
材と第2軸組材の内側面、外側面との固定用孔(14
1)の数を多くすることができるとともに孔の配置の自
由度が広がることから、直下型地震等による3次元の揺
れ、荷重、捻れ等によって発生する応力さらに有効に対
処できるようになる。この様な形状の接合用金物(14
1)も、平面状部材を適宜組み合わせることでも形成で
きるものであって、上記した構造だけに限定されるもの
でない。これ等の接合用金物を、ツーバイフォーの枠組
に使用して補強することにより、大開口の窓を設けて
も、耐風性、耐震性に充分な強度を有することになり、
近年の生活様式の変化にも充分対応することができるよ
うになる。(Embodiment 8) The joining metal article (141) shown in FIG. 14 has the first planar portion of the joining metal article shown in the fifth embodiment, except that the projection for temporary fixing is omitted. It has a structure in which the surface and the surface of the first planar portion of the metal fitting which is mirror-symmetrical to the surface are joined by spot welding or the like. A detailed description of the joining hardware (141) is also omitted. Such a metal fitting (141) has holes (14) for fixing the inner surface and the outer surface of the first frame assembly and the second frame assembly.
Since the number of 1) can be increased and the degree of freedom in arranging the holes is expanded, it becomes possible to more effectively deal with the stress generated by three-dimensional shaking, load, twist, etc. due to a direct earthquake. Joining metal fittings (14
1) can also be formed by appropriately combining planar members, and is not limited to the above structure. By using these metal fittings for reinforcement in a two-by-four framework, even if a window with a large opening is provided, it will have sufficient strength for wind resistance and earthquake resistance.
They will be able to cope with the changes in lifestyle in recent years.
【0028】(実施の形態9)図15は、梁と桁、胴差
し等の横架材相互の直交する隅部に用いるのに適した接
合用金物(61)である。これは、直角二等辺三角形状
の平板(62)と、該平板(62)より小型の直角二等
辺三角形状の板状部(63)を有し、該板状部の直角を
挟む2辺に沿って断面L字状に屈曲起立させた第1矩形
部(64)と第2矩形部(65)とからなるアングル部
(67)を有する当接部材(68)と、3枚の矩形状の
部材(69)、(70)、(71)が断面二等辺三角形
状に連設された水平筋かい引張部材(72)とからな
る。当接部材(68)は、板状体をプレスによって一体
成型することで得ることができる。平板(62)の直角
先端部は柱に当接する幅分づつ切り欠かれている。アン
グル部(67)の第1矩形部(64)と第2矩形部(6
5)との直角かど部は切り欠かれた形状になっており、
梁と桁等の内側面に確実に当接させることができるよう
になっている。そして、前記平板(62)の表面に、当
接部材の板状部(63)の裏面を合体させ、スポット溶
接して一体化させる。その際、前記平板(62)の直角
を二等分する線上に当接部材の板状部(63)の直角を
二等分する線が重なるようにし、板状部(63)の斜辺
縁を平板(62)の斜辺縁に合致させる。平板(62)
の当接部材(68)の屈曲起立縁外側に形成された2つ
の外側平面部(62a)、(62b)は、直交する梁と
桁等の横架材相互の隅部の下側面に当接する部分となる
ものであって、釘等を挿通するための固定用孔(73)
が所定数穿設されている。また、2つの外側平面部(6
2a)、(62b)の表面には、仮止め用の三角形状の
突起(74)が所定数突設されている。仮止め用の突起
(74)は、例えば、プレスによって打ち抜き加工する
ことで形成できる。平板(62)の直角を挟む辺縁から
当接部材(68)までの間隔は、前記梁または桁等の幅
の1/2に満たないものである。アングル部(67)の
第1矩形部(64)と第2矩形部(65)は、それぞれ
直交する梁と桁等横架材相互の隅部の内側面に当接する
部分となるものであって、釘等を挿通するための固定用
孔(75)が所定数穿設されている。第1矩形部(6
4)と第2矩形部(65)の幅は横架材の幅以内であれ
ばよいが、通常は横架材の幅の1/2程度が取扱上好ま
しい。なお、仮止め用の突起は外側平面部(62a)、
(62b)の両方でなく一方の外側平面部にだけ設けて
もよいものである。そして、釘等を挿通する固定用孔も
前述した実施の形態5等で示すような長孔であってもよ
いものである。(Embodiment 9) FIG. 15 shows a metal fitting (61) suitable for use in corners of a beam, a girder, a girder, etc. which are orthogonal to each other. This has a right-angled isosceles triangular flat plate (62) and a right-angled isosceles triangular plate-like portion (63) smaller than the flat plate (62). And a contact member (68) having an angle portion (67) consisting of a first rectangular portion (64) and a second rectangular portion (65) bent and erected in an L-shaped cross section, and three rectangular shapes. The members (69), (70), (71) are composed of a horizontal bracing member (72) continuously connected in an isosceles triangular cross section. The contact member (68) can be obtained by integrally molding a plate-shaped body with a press. The right-angled tip of the flat plate (62) is cut out by a width corresponding to the column. The first rectangular portion (64) and the second rectangular portion (6) of the angle portion (67)
The corner at right angles to 5) has a notched shape,
The beam and the inner surface of the girder can be reliably brought into contact with each other. Then, the back surface of the plate-like portion (63) of the abutting member is joined to the surface of the flat plate (62) and spot-welded to be integrated. At that time, a line that bisects the right angle of the plate-like portion (63) of the contact member is overlapped with a line that bisects the right angle of the flat plate (62), and the oblique edge of the plate-like portion (63) is formed. Align with the hypotenuse edge of the flat plate (62). Flat plate (62)
Of the abutment member (68) on the outer side of the bending upright edge, the two outer plane portions (62a) and (62b) abut the lower side surfaces of the corners of the cross members such as orthogonal beams and girders. A fixing hole (73) which is a part and through which a nail or the like is inserted.
Are drilled in a predetermined number. In addition, the two outer flat surfaces (6
A predetermined number of triangular protrusions (74) for temporary fixing are provided on the surfaces of 2a) and (62b). The protrusion (74) for temporary fixing can be formed by punching with a press, for example. The distance from the edges of the flat plate (62) sandwiching the right angle to the contact member (68) is less than half the width of the beam or girder. The first rectangular portion (64) and the second rectangular portion (65) of the angle portion (67) are portions that come into contact with the inner side surfaces of the corners of the cross members such as beams and girders that are orthogonal to each other. A predetermined number of fixing holes (75) for inserting nails or the like are provided. First rectangular part (6
The widths of 4) and the second rectangular portion (65) may be within the width of the horizontal member, but normally about 1/2 of the width of the horizontal member is preferable in handling. In addition, the projection for temporary fixing is the outer flat surface portion (62a),
It may be provided only on one outer flat surface portion instead of both (62b). The fixing hole through which the nail or the like is inserted may be a long hole as shown in the fifth embodiment or the like.
【0029】また、水平筋かい引張部材(72)の2つ
の矩形状の部材(70)、(71)の連設する直角かど
部に相当する箇所は、直角かど部が切り欠かれた形状に
折り曲げられて連設していることで、柱との逃げが形成
され水平筋かい引張部材(72)が柱に当接する恐れが
なくなる。そして、直角二等辺三角形の斜辺に相当する
矩形状の部材(69)に水平筋かいの端部を固定するボ
ルト挿通孔(76)が穿設されていている。3枚の矩形
状の部材(69)、(70)、(71)にはそれぞれフ
ラップ部(69a)、(70a)、(71a)が内側に
折り曲げられて形成されている。これらフラップ部(6
9a)、(70a)、(71a)は平板(62)の裏面
にスポット溶接されて一体化されている。その際、平板
(62)の直角を二等分する線上に水平筋かい引張部材
(72)の直角を二等分する線が重なるようにし、直角
二等辺三角形の斜辺に相当する矩形状の部材(69)を
平板(62)の斜辺縁に合致させる。ここにおいて、当
接部材の構造は前記実施の形態2、3に記載したような
構造のものが採用できることはいうまでもない。また、
水平筋かい引張部材も上記した構造に限定されるもので
はない。Further, the portion corresponding to the right-angled corner portion where the two rectangular members (70) and (71) of the horizontal bracing member (72) are connected to each other has a shape in which the right-angled corner portion is cut out. By being bent and connected in series, there is no fear that the escape with the column will be formed and the horizontal bracing tension member (72) will contact the column. A rectangular member (69) corresponding to the hypotenuse of the isosceles right triangle is provided with a bolt insertion hole (76) for fixing the end of the horizontal bracing. The three rectangular members (69), (70), (71) are formed with flap portions (69a), (70a), (71a) bent inward, respectively. These flaps (6
9a), (70a) and (71a) are spot-welded and integrated with the back surface of the flat plate (62). At that time, a line that bisects the right angle of the horizontal bracing member (72) is overlapped with a line that bisects the right angle of the flat plate (62), and a rectangular member corresponding to the hypotenuse of the right-angled isosceles triangle. Align (69) with the hypotenuse edge of plate (62). Here, it goes without saying that the structure of the contact member may be the structure described in the second and third embodiments. Also,
The horizontal bracing members are not limited to the above structure.
【0030】図16に、接合用金物(61)を梁(7
7)と桁(78)が直交する隅部に使用した状態を示
す。接合用金物(61)は、梁(77)と桁(78)が
直交する隅部の梁の内側面(77a)に接合用金物(6
1)の第1矩形部(64)を、桁の内側面(78a)に
第2矩形部(65)を当接させ、平板(62)の2つの
外側平面部(62a)、(62b)を裏側よりハンマー
で叩いて仮止め用の突起(74)を梁(77)の下面と
桁(78)の下面に打ち込み仮止め固定する。仮止め用
の突起(74)を備えることで、仮止めした後は、接合
用金物(61)を押さえていた手を離しても落下しない
ので、後の釘打ち作業等が容易で、安全に行うことがで
きる。次いで、第1矩形部(64)、第2矩形部(6
5)、2つの外側平面部(62a)、(62b)に穿設
された固定用孔(75)、(73)から釘を梁(7
7)、桁(78)に打ちつけ、接合用金物(61)を固
定する。In FIG. 16, a metal fitting (61) is attached to the beam (7).
7) and the girder (78) are used in the corners orthogonal to each other. The metal fitting (61) is attached to the inner surface (77a) of the beam at the corner where the beam (77) and the girder (78) intersect at right angles.
The first rectangular portion (64) of 1) is brought into contact with the second rectangular portion (65) on the inner side surface (78a) of the girder, and the two outer flat surface portions (62a) and (62b) of the flat plate (62) are attached. The projection (74) for temporary fixing is hammered from the back side into the lower surface of the beam (77) and the lower surface of the girder (78) to temporarily fix them. By providing the protrusion (74) for temporary fixing, after the temporary fixing, it does not fall even if the hand holding the metal fitting (61) is released, so that the nailing work etc. later can be performed easily and safely. It can be carried out. Then, the first rectangular portion (64) and the second rectangular portion (6
5) The nail is beamed (7) from the fixing holes (75) and (73) formed in the two outer flat surfaces (62a) and (62b).
7), hit the girder (78), and fix the metal fitting (61).
【0031】次いで、水平筋かい(79)の一端部を固
定金具(80)の開放部より装着し、押板(81)を載
置し、水平筋かい(79)のボルト挿通孔(82)、固
定金具(80)のボルト挿通孔(83)、押板(81)
のボルト挿通孔(84)を合致させ、ボルト(85)を
挿通し、ナット(86)によって固定する。そして、固
定金具(80)の端面部に設けられた孔(図示せず)に
挿通し固定された接合用金物(61)との固定用ボルト
(87)を、水平筋かい引張部材(72)のボルト挿通
孔(76)に挿通し、ワッシャー(88)を介してナッ
ト(89)で固定する。同様にして、対角線方向の梁と
桁に接合用金物(61)を固定し、該接合用金物(6
1)に水平筋かい(79)を固定金具(80)を介して
固定し、水平筋かい(79)を水平に張架する。そし
て、ナット(89)を回して、水平筋かい(79)に所
定の張力を与え、水平筋かい(79)の弛みのない状態
にする。梁と桁で構成される四角枠内に、水平筋かい
(79)をたすき掛けとなるように張架することで(図
17参照)、直下型地震等による3次元の揺れ、荷重、
捻れ等によって発生する3次元の応力に対し抵抗するこ
ととなり、梁と桁とからなる軸組のひねりを防止するこ
とができるようになる。水平筋かい(79)の長さとし
ては、8畳間として5.1m程度が必要となることか
ら、通常の木材では、調達が困難となる場合には、アラ
ミド繊維等を複合材として長軸方向に強化した強化合成
木材等の複合材を用いることが好ましい。このような複
合材は、前記した実施の形態1〜8で示した筋かいに使
用することもできる。なお、接合用金物は、鉄骨骨組構
造にも使用可能であり、その場合は、固定用挿通孔には
ボルト等を挿通して鉄骨骨組材に固定するようにし、筋
かい用のボルト挿通孔に代え、ターンバックル用のフッ
ク係止孔等を設けるようにすればよい。Next, one end of the horizontal braces (79) is attached from the opening of the fixing bracket (80), the push plate (81) is placed, and the bolt insertion holes (82) of the horizontal braces (79) are placed. , Bolt insertion hole (83) of fixing metal fitting (80), push plate (81)
Align the bolt insertion holes (84) of (1), insert the bolts (85), and fix with the nuts (86). Then, the fixing bolts (87) with the metal fittings (61) fixed through the holes (not shown) provided in the end surfaces of the fixing fittings (80) are attached to the horizontal bracing tension members (72). It is inserted through the bolt insertion hole (76) of and is fixed with the nut (89) through the washer (88). Similarly, the metal fitting (61) is fixed to the beam and the girder in the diagonal direction, and the metal fitting (6) is fixed.
The horizontal braces (79) are fixed to 1) via the fixing fittings (80), and the horizontal braces (79) are stretched horizontally. Then, the nut (89) is rotated to apply a predetermined tension to the horizontal braces (79) so that the horizontal braces (79) are not loosened. By suspending the horizontal braces (79) in a rectangular frame composed of beams and girders so that they can be used as a cross (see Fig. 17), three-dimensional shaking, load,
It resists the three-dimensional stress generated by twisting or the like, and it becomes possible to prevent the twist of the frame assembly including the beam and the girder. As the length of the horizontal braces (79) requires about 5.1 m for 8 tatami mats, if it is difficult to procure ordinary wood, aramid fibers etc. will be used as a composite material for the long axis. It is preferable to use a composite material such as reinforced synthetic wood that is reinforced in the direction. Such a composite material can also be used for the braces shown in the first to eighth embodiments. The joining hardware can also be used in a steel frame structure.In that case, insert a bolt or the like into the fixing insertion hole to fix it to the steel frame member, and use it for the bracing bolt insertion hole. Instead, a hook locking hole for a turnbuckle or the like may be provided.
【0032】[0032]
【発明の効果】この発明は、以上詳しく説明したように
構成されているので、以下に記載されるような効果を奏
する。この接合用金物によれば、第1骨組材とこれと直
交する第2骨組材によって形成される隅部に固設し、引
張力に抵抗する筋かいを固定し骨組構造を強固に補強す
ることができることになる。すなわち、(イ)隣接する
第1辺と第2辺とが直角をなした第1平面状部と、該第
1平面状部の第1辺において第1平面状部と垂直に交わ
る第2平面状部と、前記第1平面状部の第2辺において
第1平面状部と垂直に交わる第3平面状部と、第1平面
状部の裏面側において、前記第1辺から所定距離にある
第2平面状部の端縁より外方に向かい第2平面状部に垂
直に交わる第4平面状部と、第1平面状部の裏面側にお
いて、前記第2辺から所定距離にある第3平面状部の端
縁より外方に向かい第3平面状部に垂直に交わる第5平
面状部とを有し、第1平面状部が筋かいの端部固定用で
あり、第2平面状部が第1骨組材の内側面との当接固定
用であり、第3平面状部が第2骨組材の内側面との当接
固定用であり、第4平面状部が第1骨組材の外側面との
当接固定用であり、第5平面状部が第2骨組材の外側面
との当接固定用である接合用金物によれば、第1骨組材
とこれと直交する第2骨組材によって形成される隅部に
おいて、接合用金物の第2平面状部を第1骨組材の内側
面に、第4平面状部を第1骨組材の外側面に当接すると
ともに、第3平面状部を第2骨組材の内側面に、第5平
面状部を第2骨組材の外側面との当接させ、次いで、第
1骨組材および第2骨組材に当該接合用金物を釘、木ネ
ジ、ボルト等の固定手段によって固定し、筋かいを第1
平面状部に当接し、ボルト等の固定手段によって固定し
て骨組構造に片掛けに入れるとともに、必要に応じ、た
すき掛けに入れることで、筋かいは引張力に有効に抵抗
することになり、直下型地震等による3次元の揺れ、荷
重、捻れ等によって発生する応力に有効に対処し、骨組
の変形、破壊を防止することができる。筋かいを骨組構
造に片掛けに入れる場合は、骨組構造の対角線位置に配
設する接合用金物の同一面、例えば、裏面側と裏面側に
筋かいの端部を固定すれば良く、筋かいを骨組構造にた
すき掛けに入れる場合は、骨組構造の一方の対角線に配
置する筋かいの端部を接合用金物の裏面側にそれぞれ固
定し、骨組構造の他方の対角線に配置する筋かいの端部
を接合用金物の表面側にそれぞれ固定するようにすれ
ば、第1平面状部の厚さ分だけの間隔で、2つの筋かい
を交差してたすき掛けに入れることができる。また、
(ロ)少なくとも第1骨組材とこれと直交する第2骨組
材の隅部の外側面のいずれにも当接する平板状部材と、
第1骨組材の隅部の内側面に当接する矩形状の第1当接
部と第2骨組材の隅部の内側面に当接する矩形状の第2
当接部が連設された断面L字状の当接部材とからなり、
平板状部材の表面から当接部材が断面L字状に起立して
設けられ、第1当接部および第2当接部によって区画さ
れる平板状部材の外側は、該平板状部材を第1骨組材お
よび第2骨組材の外側面に固定するための所定数の孔が
穿設された外側平坦固定部となっており、第1当接部お
よび第2当接部によって区画される平板状部材の内側
は、筋かい固定用の所定数の孔が穿設された内側平坦固
定部となっており、前記第1当接部には第1当接部を第
1骨組材に固定するための所定数の孔が穿設され、前記
第2当接部には第2当接部を第2骨組材に固定するため
の所定数の孔が穿設されてなる接合用金物によれば、平
板状部材の外側平坦固定部を第1骨組材とこれに直交す
る第2骨組材の隅部の外側面に固定し、当接部材の第1
当接部を第1骨組材の内側面に当接固定し、第2当接部
を第2骨組材の内側面に当接固定し、次いで、筋かいを
平板状部材の内側平坦固定部に固定するか、または、筋
かいを平板状部材の内側平坦固定部と合体された当接部
材の板状部とに固定することで、筋かいを骨組構造に片
掛けに入れるとともに、必要に応じ、たすき掛けに入れ
ることで、筋かいは引張力に有効に抵抗することにな
り、直下型地震等による3次元の揺れ、荷重、捻れ等に
よって発生する応力に有効に対処できるようになる。従
って、以上のような接合用金物を効果的に使用すること
で、直下型地震等による3次元の揺れ、荷重、捻れ等に
よって発生する応力に有効に対処し、少なくとも骨組構
造の建築物の倒壊を防止でき、その結果、建築物の倒壊
による生命の危険をなくすこと、および、骨組構造の建
築物に捻れ等の発生の恐れを少なくし、財産価値を損な
うことなく、長期にわたり安全に使用することのできる
高耐久性住宅を建築することができることになる。さら
に、建築済みの骨組構造の建物にこの接合用金物を用
い、引張筋かいを設けることで容易に補強改築をするこ
とができる。また、この軸組構造における接合用金物に
よれば、第1軸組材とこれと直交する第2軸組材によっ
て形成される隅部に固設し、引張力に抵抗する筋かいを
固定し軸組構造を強固に補強することができることにな
る。すなわち、(ハ)少なくとも第1軸組材とこれと直
交する第2軸組材の隅部の外側面のいずれにも当接する
平板状部材と、第1軸組材の隅部の内側面に当接する矩
形状の第1当接部と第2軸組材の隅部の内側面に当接す
る矩形状の第2当接部が連設された断面L字状の当接部
材とからなり、平板状部材の表面から当接部材が断面L
字状に起立して設けられ、第1当接部および第2当接部
によって区画される平板状部材の外側は、該平板状部材
を第1軸組材および第2軸組材の外側面に固定するため
の所定数の孔が穿設された外側平坦固定部となってお
り、第1当接部および第2当接部によって区画される平
板状部材の内側は、筋かい固定用の所定数の孔が穿設さ
れた内側平坦固定部となっており、前記第1当接部には
第1当接部を第1軸組材に固定するための所定数の孔が
穿設され、前記第2当接部には第2当接部を第2軸組材
に固定するための所定数の孔が穿設された接合用金物に
よれば、接合用金物の平板状部材の外側平坦固定部を第
1軸組材とこれに直交する第2軸組材の隅部、例えば、
柱と土台、または、柱と梁、桁、胴差し等の横架材との
隅部の外側面に固定し、当接部材の第1当接部を第1軸
組材の内側面に当接固定し、第2当接部を第2軸組材の
内側面に当接固定し、次いで、筋かいを平板状部材の内
側平坦固定部に固定するか、または、筋かいを平板状部
材の内側平坦固定部と合体された当接部材の板状部に固
定し、筋かいを軸組構造に片掛けに入れるとともに、必
要に応じ、たすき掛けに入れることで、筋かいは引張力
に有効に抵抗することになり、直下型地震等による3次
元の揺れ、荷重、捻れ等によって発生する応力に有効に
対処できるようになる。なお、在来軸組工法によって2
階または3階の建築物を建造する場合、通し柱に複数の
ほぞ孔を穿設し、これに複数の梁、桁等の横架材に設け
たほぞを直交させ連結することになるが、ほぞによって
連結されている箇所は弱く、水平方向の力を含め直下型
の地震等によって生ずる応力等によって破損しやすいも
のであるが、この接合用金物を用いることで、かかる箇
所の強固な補強を行うことができ、破損などを引き起こ
す恐れが少なくなる。また、(ニ)少なくとも第1軸組
材とこれと直交する第2軸組材の隅部の下側面のいずれ
にも当接する平板状部材と、第1軸組材の隅部の内側面
に当接する矩形状の第1当接部と第2軸組材の隅部の内
側面に当接する矩形状の第2当接部が連設された断面L
字状の当接部材と、水平筋かい引張部材とからなり、平
板状部材の表面から当接部材が断面L字状に起立して設
けられ、平板状部材の裏面から水平筋かい引張部材が起
立して設けられ、第1当接部および第2当接部によって
区画される平板状部材の外側は、該平板状部材を第1軸
組材および第2軸組材の下側面に固定するための所定数
の孔が穿設された外側平坦固定部となっており、前記第
1当接部には第1当接部を第1軸組材に固定するための
所定数の孔が穿設され、前記第2当接部には第2当接部
を第2軸組材に固定するための所定数の孔が穿設されて
おり、水平筋かい引張部材には、水平筋かいの端部を固
定するボルト挿通用の孔が穿設されてなる接合用金物に
よれば、接合用金物の平板状部材の外側平坦固定部を第
1軸組材とこれに直交する第2軸組材の隅部、梁と桁等
の横架材相互の隅部の下側面に固定し、当接部材の第1
当接部を第1軸組材の内側面に当接固定し、第2当接部
を第2軸組材の内側面に当接固定し、水平筋かいの先端
部に適宜の手段によって設けられたボルトを水平筋かい
引張部材の挿通孔に挿通して固定し、水平筋かいを軸組
構造に片掛けに入れるとともに、必要に応じ、たすき掛
けに入れることで、水平筋かいは引張力に有効に抵抗す
ることになり、直下型地震等による3次元の揺れ、荷
重、捻れ等によって発生する応力に有効に対処できるよ
うになる。従って、(ハ)、(ニ)に記載したような接
合用金物を効果的に使用することで、直下型地震等によ
る3次元の揺れ、荷重、捻れ等によって発生する応力に
有効に対処し、少なくとも木造建築物の倒壊を防止で
き、その結果、建築物の倒壊による生命の危険をなくす
こと、および、木造建築物に捻れ等の発生の恐れを少な
くし、財産価値を損なうことなく、長期にわたり安全に
使用することのできる高耐久性住宅を建築することがで
きることになる。さらに、建築済みの在来軸組構造の建
物にこの接合用金物を用い引張筋かいを設けることで容
易に補強改築をすることができる。Since the present invention is configured as described above in detail, it has the following effects. According to this joining hardware, it is fixed to the corner formed by the first frame member and the second frame member orthogonal to the first frame member to fix the braces that resist tensile force and reinforce the frame structure firmly. You will be able to That is, (a) a first plane-shaped portion in which adjacent first and second sides form a right angle, and a second plane perpendicular to the first plane-shaped portion on the first side of the first plane-shaped portion. And a third planar portion perpendicularly intersecting the first planar portion at the second side of the first planar portion, and a back surface side of the first planar portion at a predetermined distance from the first side. A fourth planar portion that extends outward from the edge of the second planar portion and intersects the second planar portion perpendicularly, and a third surface that is a predetermined distance from the second side on the back surface side of the first planar portion. And a fifth planar portion that extends outward from the edge of the planar portion and intersects perpendicularly with the third planar portion, the first planar portion for fixing the end portion of the bracing, and the second planar portion. The portion is for abutting and fixing to the inner side surface of the first frame member, the third planar portion is for abutting and fixing to the inner side surface of the second frame member, and the fourth planar portion is the first frame member. Out of According to the joining hardware for abutting and fixing to the surface and for the fifth planar portion to abut and fix to the outer surface of the second frame member, the first frame member and the second frame member orthogonal to the first frame member. In the corner formed by the member, the second planar portion of the joining metal fitting is in contact with the inner side surface of the first frame member, the fourth planar portion is in contact with the outer surface of the first frame member, and the third planar surface is formed. A portion of the second frame member to the inner surface of the second frame member, and a fifth plane portion of the second frame member to contact the outer surface of the second frame member. First, fix the braces by fixing them with fixing means such as screws and bolts.
By contacting the flat part, fixing it with fixing means such as bolts and putting it in one side of the frame structure, and if necessary, putting it in the crossing, the braces will effectively resist tensile force, It is possible to effectively deal with stress generated by three-dimensional shaking, load, twist, etc. due to a direct earthquake, etc., and prevent deformation and destruction of the frame. If the braces are to be placed on the frame structure as a single hook, it is sufficient to fix the ends of the braces to the same surface of the joining metal fittings that are arranged at diagonal positions of the frame structure, for example, the back side and the back side. When putting into the frame structure, the ends of the braces to be placed on one diagonal line of the frame structure should be fixed to the back side of the metal fittings, and the ends of the braces to be placed on the other diagonal line of the frame structure should be fixed. If the parts are fixed to the front surface side of the joining metal article, the two braces can be crossed and placed in the cross at intervals corresponding to the thickness of the first planar part. Also,
(B) a flat plate-shaped member that comes into contact with at least any of the outer surfaces of the corners of the first frame member and the second frame member orthogonal to the first frame member;
A rectangular first abutting portion that abuts the inner surface of the corner of the first frame member and a second rectangular abutting portion that abuts the inner surface of the corner of the second frame member
An abutting member having an L-shaped cross section in which the abutting portion is continuously provided,
An abutting member is provided upright from the surface of the flat plate member in an L-shaped cross section, and the flat plate member is located outside the flat plate member defined by the first contact portion and the second contact portion. An outer flat fixing portion having a predetermined number of holes for fixing to the outer side surfaces of the skeleton member and the second skeleton member, and a flat plate shape partitioned by the first contact portion and the second contact portion The inner side of the member is an inner flat fixing portion having a predetermined number of holes for fixing the braces, and the first abutting portion is for fixing the first abutting portion to the first frame member. According to the joining metal article, a predetermined number of holes are formed in the second contact portion, and a predetermined number of holes for fixing the second contact portion to the second frame member are formed in the second contact portion. The outer flat fixing portion of the flat plate member is fixed to the outer surface of the corner portion of the first frame member and the second frame member orthogonal to the first frame member, and the first contact member
The abutment portion is abutted and fixed to the inner side surface of the first frame member, the second abutment portion is abutted and fixed to the inner side surface of the second frame member, and then the braces are fixed to the inner flat fixing portion of the flat plate member. By fixing the braces to the inner flat fixing part of the flat plate-like member and the plate-like part of the abutting member combined with each other, the braces can be put on the frame structure as a single piece and, if necessary, The braces effectively resist the tensile force when they are put in the braces, and it becomes possible to effectively deal with the stress generated by the three-dimensional shaking, load, twist and the like due to the direct earthquake. Therefore, by effectively using the above-mentioned joining hardware, it is possible to effectively deal with the stress generated by three-dimensional shaking, load, twist, etc. due to a direct earthquake, etc., and at least collapse the building with a frame structure. As a result, the risk of life due to the collapse of the building is eliminated, and the risk of occurrence of twisting etc. in the structure of the frame structure is reduced, and it is used safely for a long period without damaging the property value. It will be possible to build a highly durable house that can be used. Further, by using the metal fitting for joining in a building having an already constructed frame structure and providing a tensile pad, it is possible to easily reinforce and rebuild. In addition, according to the metal fitting for the frame structure, the braces that are fixed to the corners formed by the first frame member and the second frame member that intersects with the first frame member are fixed to fix the braces that resist the tensile force. The framework structure can be strongly reinforced. That is, (c) at least the flat plate-shaped member that comes into contact with both the outer surfaces of the corners of the first shaft assembly and the second shaft assembly orthogonal to the first shaft assembly and the inner surface of the corner of the first shaft assembly. A first contact portion having a rectangular shape and a second contact portion having a rectangular shape that abuts on an inner surface of a corner portion of the second shaft assembly, the contact member having an L-shaped cross section, The contact member has a cross section L from the surface of the flat plate member.
The outer side of the flat plate-shaped member that is provided upright in a letter shape and is partitioned by the first contact portion and the second contact portion is the outer surface of the first shaft assembly member and the second shaft assembly member. Is a flat outer fixing portion having a predetermined number of holes for fixing to the inner surface of the flat plate-shaped member defined by the first contact portion and the second contact portion. The inner flat fixing portion is provided with a predetermined number of holes, and the first contact portion is provided with a predetermined number of holes for fixing the first contact portion to the first shaft assembly. According to the joining metal article in which the second abutment section is provided with a predetermined number of holes for fixing the second abutment section to the second shaft assembly, the outer side of the flat plate-shaped member of the joining article The flat fixing portion is a corner portion of the first frame member and the second frame member orthogonal to the first frame member, for example,
Fix the first contact part of the contact member to the inner surface of the first frame assembly by fixing it to the outer surface of the corner of the pillar and the base, or the horizontal member such as the pillar and the beam, the girder, and the girder. Fixed by contacting and fixing the second contact portion to the inner side surface of the second shaft assembly, and then fixing the braces to the inner flat fixing portion of the flat plate-shaped member, or the braces to the flat plate-shaped member. It is fixed to the plate-like part of the abutment member that is united with the inner flat fixing part of the brace, and the braces are put in one-side hooks in the framework structure and, if necessary, put in the braces, so that the braces can be pulled. By effectively resisting, it becomes possible to effectively deal with the stress generated by three-dimensional shaking, load, twist, etc. due to a direct earthquake. In addition, according to the conventional shaft construction method, 2
When building a building on the first floor or the third floor, a plurality of mortise holes are drilled in the through pillar, and the tenons provided in the cross members such as a plurality of beams and girders are orthogonally connected to each other. The parts connected by are weak and are easily damaged by the stress generated by a direct earthquake including horizontal force, etc., but by using this metal fitting, strong reinforcement of these parts is performed. This reduces the risk of damage and the like. (D) At least a flat plate-shaped member that comes into contact with any of the lower side surfaces of the corners of the first shaft assembly and the second shaft assembly orthogonal to the first shaft assembly and the inner surface of the corner of the first shaft assembly. A cross section L in which a rectangular first abutting portion that abuts and a rectangular second abutting portion that abuts the inner surface of the corner of the second shaft assembly are provided in series.
The abutment member is composed of a character-shaped contact member and a horizontal bracing tension member, and the abutment member is provided upright from the surface of the flat plate member in an L-shaped cross section. The outer side of the flat plate-shaped member that is provided upright and is partitioned by the first contact portion and the second contact portion fixes the flat plate-shaped member to the lower surface of the first shaft assembly and the second shaft assembly. For fixing the first contact portion to the first shaft assembly, the outer flat fixing portion is provided with a predetermined number of holes for The second abutment portion is provided with a predetermined number of holes for fixing the second abutment portion to the second shaft assembly, and the horizontal bracing member is provided with a horizontal bracing member. According to the joining metal article in which the hole for inserting the bolt for fixing the end portion is bored, the outer flat fixing portion of the flat plate member of the joining metal article is attached to the first shaft assembly and this. Corners of the interlinking second framing member, fixed to the lower surface of the horizontal member cross corner portion such as a beam and column, the first contact member
The abutting portion is abutted and fixed to the inner side surface of the first shaft assembly, the second abutting portion is abutted and fixed to the inner side surface of the second shaft assembly, and is provided at the tip of the horizontal braces by appropriate means. Insert the bolts through the holes of the tension members of the horizontal braces and fix them, and put the horizontal braces in the framework structure as a single hook, and if necessary, put them in the cross rack so that the horizontal braces can be pulled. Therefore, it becomes possible to effectively cope with the stress generated by three-dimensional shaking, load, twist, etc. due to an earthquake directly below. Therefore, by effectively using the metal fittings described in (C) and (D), it is possible to effectively deal with the stress generated by three-dimensional shaking, load, twist, etc. due to a direct earthquake, etc. At least it is possible to prevent the collapse of wooden structures, and as a result, to eliminate the risk of life due to the collapse of buildings and to reduce the risk of twisting etc. in wooden structures for a long time without damaging the property value. It will be possible to construct a highly durable house that can be used safely. Furthermore, by using the joining hardware to provide a tension braces in a building of a conventional frame structure that has already been constructed, it is possible to easily reinforce and rebuild.
【図1】この発明の接合用金物の一実施の形態を示す組
立斜視図である。FIG. 1 is an assembled perspective view showing an embodiment of a joining metal article of the present invention.
【図2】図1の接合用金物の使用状態を示す斜視図であ
る。FIG. 2 is a perspective view showing a usage state of the joining metal article of FIG.
【図3】接合用金物の他の実施の形態を示す組立斜視図
である。FIG. 3 is an assembled perspective view showing another embodiment of the joining hardware.
【図4】接合用金物のさらに他の実施の形態を示す組立
斜視図である。FIG. 4 is an assembled perspective view showing still another embodiment of the joining metal article.
【図5】接合用金物のさらに他の実施の形態を示す組立
斜視図である。FIG. 5 is an assembled perspective view showing still another embodiment of the joining metal article.
【図6】図5の接合用金物の使用状態を示す斜視図であ
る。FIG. 6 is a perspective view showing a usage state of the joining metal article of FIG. 5;
【図7】接合用金物のさらに他の実施の形態を示す斜視
図である。FIG. 7 is a perspective view showing still another embodiment of the joining metal article.
【図8】図7の接合用金物を板状体によって製造するた
めの展開図である。8 is a development view for manufacturing the joining metal article of FIG. 7 by a plate-shaped body.
【図9】図7の接合用金物の使用状態を示す斜視図であ
る。9 is a perspective view showing a usage state of the joining metal article of FIG. 7. FIG.
【図10】接合用金物のさらに他の実施の形態を示す斜
視図である。FIG. 10 is a perspective view showing still another embodiment of the joining metal article.
【図11】図10の接合用金物の使用状態を示す斜視図
である。FIG. 11 is a perspective view showing a use state of the metal fitting for welding shown in FIG.
【図12】接合用金物のさらに他の実施の形態を示す斜
視図である。FIG. 12 is a perspective view showing still another embodiment of the joining metal article.
【図13】接合用金物のさらに他の実施の形態を示す斜
視図である。FIG. 13 is a perspective view showing still another embodiment of the joining metal article.
【図14】接合用金物のさらに他の実施の形態を示す斜
視図である。FIG. 14 is a perspective view showing still another embodiment of the joining metal article.
【図15】接合用金物のさらに他の実施の形態を示す組
立斜視図である。FIG. 15 is an assembled perspective view showing still another embodiment of the joining metal article.
【図16】図15の接合用金物の使用状態を示す斜視図
である。16 is a perspective view showing a use state of the metal fitting for joining shown in FIG.
【図17】在来軸組構造にこの発明の接合用金物を使用
した状態を示す斜視図である。FIG. 17 is a perspective view showing a state in which the joining metal fitting of the present invention is used in a conventional frame structure.
【図18】引張力を負担する筋かいを用いた従来の耐力
壁を示す斜視図である。FIG. 18 is a perspective view showing a conventional bearing wall using a brace that bears a tensile force.
【図19】圧縮力を負担する筋かいを用いた従来の耐力
壁の一例を示す斜視図である。FIG. 19 is a perspective view showing an example of a conventional load-bearing wall using a brace that bears a compressive force.
【図20】圧縮力を負担する筋かいを用いた従来の耐力
壁の他例を示す斜視図である。FIG. 20 is a perspective view showing another example of a conventional bearing wall using a brace that bears a compressive force.
【図21】筋かいに接合用金物を用い圧縮力を負担する
従来の耐力壁の一例を示す斜視図である。FIG. 21 is a perspective view showing an example of a conventional load-bearing wall that bears a compressive force by using a metal fitting for bracing.
【図22】筋かいに接合用金物を用い圧縮力を負担する
従来の耐力壁の他例を示す斜視図である。FIG. 22 is a perspective view showing another example of a conventional load-bearing wall that bears a compressive force by using a metal fitting for bracing.
1、21、31、41、61、91、111、121、
131 接合用金物 2、22、32、43、62 平板 7、25、35、42、68 当接部材 14、56、100 筋かい 72 水平筋かい引張部材 79 水平筋かい1, 21, 31, 41, 61, 91, 111, 121,
131 Joining hardware 2, 22, 32, 43, 62 Flat plate 7, 25, 35, 42, 68 Abutting member 14, 56, 100 Braces 72 Horizontal bracing tension member 79 Horizontal bracing
Claims (26)
によって形成される隅部に固設し、筋かいを固定し骨組
構造を補強するための接合用金物であって、 隣接する第1辺と第2辺とが直角をなした第1平面状部
と、 該第1平面状部の第1辺において第1平面状部と垂直に
交わる第2平面状部と、 前記第1平面状部の第2辺において第1平面状部と垂直
に交わる第3平面状部と、 第1平面状部の裏面側において、前記第1辺から所定距
離にある第2平面状部の端縁より外方に向かい第2平面
状部に垂直に交わる第4平面状部と、 第1平面状部の裏面側において、前記第2辺から所定距
離にある第3平面状部の端縁より外方に向かい第3平面
状部に垂直に交わる第5平面状部とを有し、 第1平面状部が筋かいの端部固定用であり、 第2平面状部が第1骨組材の内側面との当接固定用であ
り、第3平面状部が第2骨組材の内側面との当接固定用
であり、 第4平面状部が第1骨組材の外側面との当接固定用であ
り、第5平面状部が第2骨組材の外側面との当接固定用
であること、を特徴とする接合用金物。1. A metal fitting for fixing to a corner formed by a first frame member and a second frame member orthogonal to the first frame member to fix braces and reinforce the frame structure, which are adjacent to each other. A first plane-shaped portion in which a first side and a second side form a right angle; a second plane-shaped portion that intersects the first plane-shaped portion at a first side of the first plane-shaped portion perpendicularly; A third planar portion perpendicular to the first planar portion on the second side of the planar portion, and an end of the second planar portion at a predetermined distance from the first side on the back surface side of the first planar portion. A fourth planar portion facing outward from the edge and perpendicular to the second planar portion, and an edge of the third planar portion at a predetermined distance from the second side on the back surface side of the first planar portion. And a fifth plane-shaped portion facing outwardly and perpendicularly intersecting the third plane-shaped portion, wherein the first plane-shaped portion is for fixing the end portion of the braces, and the second plane. The portion is for abutting and fixing with the inner side surface of the first frame member, the third planar portion is for abutting and fixing with the inner side surface of the second frame member, and the fourth planar portion is the first frame member. For contacting and fixing to the outer surface of the second frame member and for fixing to the outer surface of the second frame member.
1平面状部の第1辺から第2平面状部の端縁までの所定
距離と第1平面状部の第2辺から3平面状部の端縁まで
の所定距離とが同一であることを特徴とする接合用金
物。2. The joining hardware according to claim 1, wherein a predetermined distance from the first side of the first planar portion to the end edge of the second planar portion and the second side of the first planar portion to three planes. A metal fitting for bonding, wherein the predetermined distance to the edge of the groove is the same.
の端縁までの所定距離が、第1骨組材の内側面の幅の1
/2に相当し、第1平面状部の第2辺から第3平面状部
の端縁までの所定距離が、第2骨組材の内側面の幅の1
/2に相当することを特徴とする請求項1または2記載
の接合用金物。3. The predetermined distance from the first side of the first flat portion to the end edge of the second flat portion is 1 of the width of the inner side surface of the first frame member.
/ 2, the predetermined distance from the second side of the first planar portion to the end edge of the third planar portion is 1 of the width of the inner side surface of the second frame member.
It corresponds to / 2, The metal fitting for joining according to claim 1 or 2 characterized by things.
面の幅の1/2未満であり、第5平面状部の幅が、第2
骨組材の外側面の幅の1/2未満であることを特徴とす
る請求項1、2または3記載の接合用金物。4. The width of the fourth flat portion is less than 1/2 of the width of the outer side surface of the first frame member, and the width of the fifth flat portion is second.
It is less than 1/2 of the width of the outer side surface of the skeleton member, The joining hardware according to claim 1, 2 or 3, characterized in that
によって形成される隅部に固設し、筋かいを固定し骨組
構造を補強するための接合用金物であって、 少なくとも第1骨組材とこれと直交する第2骨組材の隅
部の外側面のいずれにも当接する平板状部材と、第1骨
組材の隅部の内側面に当接する矩形状の第1当接部と第
2骨組材の隅部の内側面に当接する矩形状の第2当接部
が連設された断面L字状の当接部材とからなり、 平板状部材の表面から当接部材が断面L字状に起立して
設けられ、 第1当接部および第2当接部によって区画される平板状
部材の外側は、該平板状部材を第1骨組材および第2骨
組材の外側面に固定するための所定数の孔が穿設された
外側平坦固定部となっており、第1当接部および第2当
接部によって区画される平板状部材の内側は、筋かい固
定用の所定数の孔が穿設された内側平坦固定部となって
おり、 前記第1当接部には第1当接部を第1骨組材に固定する
ための所定数の孔が穿設され、前記第2当接部には第2
当接部を第2骨組材に固定するための所定数の孔が穿設
されてなること、を特徴とする接合用金物。5. A metal fitting for fixing to a corner formed by a first frame member and a second frame member orthogonal to the first frame member to fix braces and reinforce the frame structure, at least 1 flat frame member and a flat plate-shaped member that comes into contact with any of the outer side surfaces of the corners of the second frame member that intersects with the first frame member, and a rectangular first contact portion that comes into contact with the inner surface of the corner of the first frame member And an abutting member having an L-shaped cross section in which a rectangular second abutting part that abuts an inner surface of a corner of the second frame member is continuously provided, and the abutting member is a cross section from the surface of the flat plate-shaped member. The outer side of the flat plate-shaped member that is provided upright in an L shape and is partitioned by the first contact portion and the second contact portion is located on the outer surface of the first frame member and the second frame member. The outer flat fixing portion is formed with a predetermined number of holes for fixing, and is divided by the first contact portion and the second contact portion. The inner side of the flat plate-like member is an inner flat fixing portion having a predetermined number of holes for fixing the brace, and the first abutting portion is fixed to the first frame member at the first abutting portion. A predetermined number of holes are formed in the second contact portion and a second hole is formed in the second contact portion.
A metal fitting for joining, comprising a predetermined number of holes for fixing the contact portion to the second frame member.
状端縁が溶着されてなることを特徴とする請求項5記載
の接合用金物。6. The joining metal article according to claim 5, wherein an end edge of the L-shaped section of the contact member is welded to the surface of the flat plate member.
の隅部の内側面に当接する矩形状の第1当接部から内側
に折り曲げられた平板状部材との溶着用第1フラップ部
と、第2骨組材の隅部の内側面に当接する矩形状の第2
当接部から内側に折り曲げられた平板状部材との溶着用
第2フラップ部とを有し、 平板状部材の表面に第1フラップ部裏面および第2フラ
ップ部裏面が溶着されていることを特徴とする接合用金
物。7. The welding member according to claim 5, wherein the contact member is a rectangular first contact portion that contacts the inner surface of the corner of the first frame member, and a flat plate member that is bent inward. 1 flap part and 2nd of rectangular shape which contact | abuts to the inner surface of the corner part of the 2nd frame member
A flat plate member bent inward from the abutting part, and a second flap part for welding with the flat plate member, wherein the back surface of the first flap part and the back surface of the second flap part are welded to the surface of the flat plate member. A metal fitting for joining.
によって形成される隅部に固設し、筋かいを固定し骨組
構造を補強するための接合用金物であって、 少なくとも第1骨組材とこれと直交する第2骨組材の隅
部の外側面のいずれにも当接する平板状部材と、第1骨
組材の隅部の内側面に当接する矩形状の第1当接部と第
2骨組材の隅部の内側面に当接する矩形状の第2当接部
が板状部の隣接する2辺から屈曲起立するように一体形
成されてなる当接部材とからなり、 平板状部材の表面に当接部材の板状部の裏面が合体さ
れ、 第1当接部および第2当接部によって区画される平板状
部材の外側は、該平板状部材を第1骨組材および第2骨
組材の外側面に固定するための所定数の孔が穿設された
外側平坦固定部となっており、第1当接部および第2当
接部によって区画される平板状部材の内側は、筋かい固
定用の所定数の孔が穿設された内側平坦固定部となって
おり、平板状部材と、該平板状部材と合体した当接部材
の板状部には、筋かい固定用の所定数の孔が一致して穿
設されており、 前記第1当接部には第1当接部を第1骨組材に固定する
ための所定数の孔が穿設され、前記第2当接部には第2
当接部を第2骨組材に固定するための所定数の孔が穿設
されてなること、を特徴とする接合用金物。8. A metal fitting for fixing to a corner formed by a first frame member and a second frame member orthogonal to the first frame member to fix braces and reinforce the frame structure, at least No. 1 frame member and a flat plate-shaped member that contacts both of the outer surfaces of the corners of the second frame member orthogonal thereto, and a rectangular first contact part that contacts the inner surface of the corner of the first frame member And a contact member having a rectangular second contact portion that contacts the inner surface of the corner of the second frame member integrally formed so as to bend and stand from two adjacent sides of the plate portion, The back surface of the plate-shaped portion of the abutting member is joined to the surface of the plate-shaped member, and the flat plate-shaped member is formed on the outside of the flat plate-shaped member defined by the first contact portion and the second contact portion. The outer flat fixing portion is provided with a predetermined number of holes for fixing it to the outer surface of the second frame member. The inner side of the flat plate-shaped member defined by the second contact portion is an inner flat fixing portion in which a predetermined number of holes for fixing the braces are formed, and the flat plate-shaped member and the flat plate-shaped member A predetermined number of holes for fixing the braces are formed in the plate-like portion of the combined abutting member so as to correspond to each other, and the first abutting portion is provided with the first abutting portion in the first frame member. A predetermined number of holes for fixing are formed, and the second contact portion has a second hole.
A metal fitting for joining, comprising a predetermined number of holes for fixing the contact portion to the second frame member.
固定部とが、段部によって連結されており、該段部の外
側平坦固定部裏面から内側平坦固定部裏面までの距離
が、少なくとも筋かい固定用手段が内側平坦固定部裏面
から突出する厚さに相当することを特徴とする請求項
5、6、7または8記載の接合用金物。9. An outer flat fixing portion and an inner flat fixing portion of the flat plate-like member are connected by a step portion, and a distance from the outer flat fixing portion rear surface to the inner flat fixing portion rear surface of the step portion is at least 9. The joining hardware according to claim 5, 6, 7 or 8, wherein the brace fixing means corresponds to the thickness protruding from the back surface of the inner flat fixing portion.
外側平坦固定部の表面から突出した仮止め用の突起が所
定数設けられていることを特徴とする請求項5、6、
7、8または9記載の接合用金物。10. The outer flat fixing portion of the flat plate-like member is provided with a predetermined number of temporary fixing projections protruding from the surface of the outer flat fixing portion.
The metal fitting for joining according to 7, 8 or 9.
ており、平板状部材の直角を挟む2辺のうちの第1の辺
から当接部材の第1当接部までの距離が、第1骨組材の
幅の1/2未満であり、直角を挟む2辺のうちの第2の
辺から当接部材の第2当接部までの距離が、第2骨組材
の幅の1/2未満であることを特徴とする請求項5、
6、7、8、9または10記載の接合用金物。11. The flat plate-shaped member is in the shape of an isosceles right triangle, and the distance from the first side of the two sides sandwiching the right angle of the flat plate-shaped member to the first contact portion of the contact member is: It is less than 1/2 of the width of the first frame member, and the distance from the second side of the two sides sandwiching the right angle to the second contact portion of the contact member is 1 / the width of the second frame member. It is less than 2, 6.
The metal fitting for joining according to 6, 7, 8, 9 or 10.
材によって形成される隅部に固設し、筋かいを固定し軸
組構造を補強するための接合用金物であって、 少なくとも第1軸組材とこれと直交する第2軸組材の隅
部の外側面のいずれにも当接する平板状部材と、第1軸
組材の隅部の内側面に当接する矩形状の第1当接部と第
2軸組材の隅部の内側面に当接する矩形状の第2当接部
が連設された断面L字状の当接部材とからなり、 平板状部材の表面から当接部材が断面L字状に起立して
設けられ、 第1当接部および第2当接部によって区画される平板状
部材の外側は、該平板状部材を第1軸組材および第2軸
組材の外側面に固定するための所定数の孔が穿設された
外側平坦固定部となっており、第1当接部および第2当
接部によって区画される平板状部材の内側は、筋かい固
定用の所定数の孔が穿設された内側平坦固定部となって
おり、 前記第1当接部には第1当接部を第1軸組材に固定する
ための所定数の孔が穿設され、前記第2当接部には第2
当接部を第2軸組材に固定するための所定数の孔が穿設
されてなること、を特徴とする軸組構造用の接合用金
物。12. A metal fitting for fixing to a corner formed by a first framing member and a second framing member orthogonal to the first framing member to fix braces and reinforce the framing structure. , A flat plate-shaped member that comes into contact with at least one of the outer surfaces of the corners of the first framing member and the second framing member that is orthogonal to the first framing member, and a rectangular shape that abuts with the inner surface of the corner of the first framing member Of the flat plate-shaped member, the first contact part and the second contact part having a rectangular shape that contacts the inner side surface of the corner of the second frame member are continuously provided. An abutting member is provided upright from the surface so as to have an L-shaped cross section, and the flat member is provided outside the flat member defined by the first abutting portion and the second abutting portion. The outer flat fixing portion has a predetermined number of holes for fixing it to the outer surface of the second shaft assembly, and is defined by the first contact portion and the second contact portion. The inner side of the flat plate-like member is an inner flat fixing portion having a predetermined number of holes for fixing the braces, and the first abutting portion has a first abutting portion. A predetermined number of holes for fixing the second contact portion to the second contact portion.
A metal fitting for a frame structure, comprising a predetermined number of holes for fixing the contact portion to the second frame member.
字状端縁が溶着されてなることを特徴とする請求項12
記載の軸組構造用の接合用金物。13. A cross section L of the abutting member on the surface of the flat plate member.
13. The character-shaped edge is welded.
Joining hardware for the frame structure described.
組材の隅部の内側面に当接する矩形状の第1当接部から
内側に折り曲げられた平板状部材との溶着用第1フラッ
プ部と、第2軸組材の隅部の内側面に当接する矩形状の
第2当接部から内側に折り曲げられた平板状部材との溶
着用第2フラップ部とを有し、 平板状部材の表面に第1フラップ部裏面および第2フラ
ップ部裏面が溶着されていること、を特徴とする軸組構
造用の接合用金物。14. The welding of the contact member according to claim 12 with a flat plate member that is bent inward from a rectangular first contact portion that contacts the inner surface of the corner of the first shaft assembly. A first flap portion, and a second flap portion for welding with a flat plate member that is bent inward from a rectangular second abutting portion that abuts an inner surface of a corner portion of the second frame member, A metal fitting for a frame structure, wherein the back surface of the first flap portion and the back surface of the second flap portion are welded to the front surface of the flat plate member.
材によって形成される隅部に固設し、筋かいを固定し軸
組構造を補強するための接合用金物であって、 少なくとも第1軸組材とこれと直交する第2軸組材の隅
部の外側面のいずれにも当接する平板状部材と、第1軸
組材の隅部の内側面に当接する矩形状の第1当接部と第
2軸組材の隅部の内側面に当接する矩形状の第2当接部
が板状部の隣接する2辺から屈曲起立するように一体形
成されてなる当接部材とからなり、 平板状部材の表面に当接部材の板状部の裏面が合体さ
れ、 第1当接部および第2当接部によって区画される平板状
部材の外側は、該平板状部材を第1軸組材および第2軸
組材の外側面に固定するための所定数の孔が穿設された
外側平坦固定部となっており、第1当接部および第2当
接部によって区画される平板状部材の内側は、筋かい固
定用の所定数の孔が穿設された内側平坦固定部となって
おり、平板状部材と、該平板状部材と合体した当接部材
の板状部には、筋かい固定用の所定数の孔が一致して穿
設されており、 前記第1当接部には第1当接部を第1軸組材に固定する
ための所定数の孔が穿設され、前記第2当接部には第2
当接部を第2軸組材に固定するための所定数の孔が穿設
されてなること、を特徴とする軸組構造用の接合用金
物。15. A metal fitting for fixing to a corner formed by a first frame member and a second frame member orthogonal to the first frame member to fix braces and reinforce the frame structure. , A flat plate-shaped member that comes into contact with at least one of the outer surfaces of the corners of the first framing member and the second framing member that is orthogonal to the first framing member, and a rectangular shape that abuts with the inner surface of the corner of the first framing member The first contact portion and the second rectangular contact portion that contacts the inner surface of the corner of the second frame member are integrally formed so as to bend and stand from two adjacent sides of the plate portion. A contact member, the back surface of the plate member of the contact member is joined to the surface of the plate member, and the outside of the plate member defined by the first contact portion and the second contact portion is the plate member. It is an outer flat fixing portion having a predetermined number of holes for fixing the member to the outer side surfaces of the first frame assembly and the second frame assembly. The inner side of the flat plate-shaped member defined by the second contact portion is an inner flat fixing portion having a predetermined number of holes for fixing the brace, and the flat plate-shaped member and the flat plate-shaped member are provided. A predetermined number of holes for fixing the brace are formed in the plate-like portion of the combined abutting member so as to coincide with each other, and the first abutting portion is provided with the first abutting portion. A predetermined number of holes for fixing the second contact portion to the second contact portion.
A metal fitting for a frame structure, comprising a predetermined number of holes for fixing the contact portion to the second frame member.
坦固定部とが、段部によって連結されており、該段部の
外側平坦固定部裏面から内側平坦固定部裏面までの距離
が、少なくとも筋かい固定用手段が内側平坦固定部裏面
から突出する厚さに相当することを特徴とする請求項1
2、13、14または15記載の軸組構造用の接合用金
物。16. An outer flat fixing portion and an inner flat fixing portion of the flat plate-like member are connected by a step portion, and a distance from the outer flat fixing portion rear surface of the step portion to the inner flat fixing portion rear surface is at least The means for fixing the brace corresponds to the thickness protruding from the back surface of the inner flat fixing portion.
A metal fitting for a frame structure according to 2, 13, 14 or 15.
外側平坦固定部の表面から突出した仮止め用の突起が所
定数設けられていることを特徴とする請求項12、1
3、14、15または16記載の軸組構造用の接合用金
物。17. The flat flat member is provided with a predetermined number of provisional fixing projections protruding from the surface of the outer flat fixing portion on the outer flat fixing portion.
A metal fitting for a frame structure according to 3, 14, 15 or 16.
ており、平板状部材の直角を挟む2辺のうちの第1の辺
から当接部材の第1当接部までの距離が、第1軸組材の
幅の1/2未満であり、直角を挟む2辺のうちの第2の
辺から当接部材の第2当接部までの距離が、第2軸組材
の幅の1/2未満であることを特徴とする請求項12、
13、14、15、16または17記載の軸組構造用の
接合用金物。18. The plate-shaped member has an isosceles right triangle shape, and the distance from the first side of the two sides sandwiching the right angle of the plate-shaped member to the first contact portion of the contact member is: The distance from the second side of the two sides that sandwich the right angle to the second contact portion of the contact member is less than 1/2 of the width of the first shaft assembly, and the distance of the width of the second shaft assembly is 13. It is less than 1/2,
A metal fitting for a frame structure according to 13, 14, 15, 16 or 17.
材によって形成される隅部に固設し、水平筋かいを固定
し軸組構造を補強するための接合用金物であって、 少なくとも第1軸組材とこれと直交する第2軸組材の隅
部の下側面のいずれにも当接する平板状部材と、第1軸
組材の隅部の内側面に当接する矩形状の第1当接部と第
2軸組材の隅部の内側面に当接する矩形状の第2当接部
が連設された断面L字状の当接部材と、水平筋かい引張
部材とからなり、 平板状部材の表面から当接部材が断面L字状に起立して
設けられ、 平板状部材の裏面から水平筋かい引張部材が起立して設
けられ、 第1当接部および第2当接部によって区画される平板状
部材の外側は、該平板状部材を第1軸組材および第2軸
組材の下側面に固定するための所定数の孔が穿設された
外側平坦固定部となっており、 前記第1当接部には第1当接部を第1軸組材に固定する
ための所定数の孔が穿設され、前記第2当接部には第2
当接部を第2軸組材に固定するための所定数の孔が穿設
されており、 水平筋かい引張部材には、水平筋かいの端部を固定する
ボルト挿通用の孔が穿設されてなること、を特徴とする
軸組構造用の接合用金物。19. A metal fitting for fixing to a corner formed by a first frame member and a second frame member orthogonal to the first frame member to fix horizontal braces and reinforce the frame structure. A flat plate-shaped member that comes into contact with at least one of the lower side surfaces of the corners of the first frame assembly and the second frame assembly that intersects with the first frame assembly, and a rectangular member that comes into contact with the inner surface of the corner of the first frame assembly. -Shaped contact member having a L-shaped cross section in which a first contact portion having a shape and a second contact portion having a rectangular shape that contact the inner surface of the corner of the second shaft assembly are continuously provided, and a horizontal bracing member And a contact member is erected from the front surface of the flat plate member in an L-shaped cross section, and a horizontal bracing member is erected from the rear surface of the flat plate member. The outer side of the flat plate-shaped member defined by the two contact portions is a predetermined number for fixing the flat plate-shaped member to the lower surface of the first shaft assembly and the second shaft assembly. The outer flat fixing portion is provided with holes, and the first contact portion is provided with a predetermined number of holes for fixing the first contact portion to the first shaft assembly, 2 the second contact
A predetermined number of holes for fixing the abutting portion to the second shaft assembly are drilled, and a hole for inserting a bolt for fixing an end of the horizontal bracing is drilled in the horizontal bracing member. A metal fitting for a frame structure, characterized by being formed.
字状端縁が溶着されてなることを特徴とする請求項19
記載の軸組構造用の接合用金物。20. A cross section L of the abutting member on the surface of the flat plate member.
20. The character-shaped edge is welded.
Joining hardware for the frame structure described.
組材の隅部の内側面に当接する矩形状の第1当接部から
内側に折り曲げられた平板状部材との溶着用第1フラッ
プ部と、第2軸組材の隅部の内側面に当接する矩形状の
第2当接部から内側に折り曲げられた平板状部材との溶
着用第2フラップ部とを有し、 平板状部材の表面に第1フラップ部裏面および第2フラ
ップ部裏面が溶着されていること、を特徴とする軸組構
造用の接合用金物。21. The welding of the abutting member according to claim 19 with a flat plate-shaped member bent inward from a rectangular first abutting portion that abuts an inner surface of a corner portion of a first shaft assembly. A first flap portion, and a second flap portion for welding with a flat plate member that is bent inward from a rectangular second abutting portion that abuts an inner surface of a corner portion of the second frame member, A metal fitting for a frame structure, wherein the back surface of the first flap portion and the back surface of the second flap portion are welded to the front surface of the flat plate member.
材によって形成される隅部に固設し、水平筋かいを固定
し軸組構造を補強するための接合用金物であって、 少なくとも第1軸組材とこれと直交する第2軸組材の隅
部の外側面のいずれにも当接する平板状部材と、第1軸
組材の隅部の内側面に当接する矩形状の第1当接部と第
2軸組材の隅部の内側面に当接する矩形状の第2当接部
が板状部の隣接する2辺から屈曲起立するように一体形
成されてなる当接部材と、水平筋かい引張部材とからな
り、 平板状部材の表面に当接部材の板状部の裏面が合体さ
れ、 平板状部材の裏面から水平筋かい引張部材が起立して設
けられ、 第1当接部および第2当接部によって区画される平板状
部材の外側は、該平板状部材を第1軸組材および第2軸
組材の下側面に固定するための所定数の孔が穿設された
外側平坦固定部となっており、 前記第1当接部には第1当接部を第1軸組材に固定する
ための所定数の孔が穿設され、前記第2当接部には第2
当接部を第2軸組材に固定するための所定数の孔が穿設
されており、 水平筋かい引張部材には、水平筋かいの端部を固定する
ボルト挿通用の孔が穿設されてなること、を特徴とする
軸組構造用の接合用金物。22. A metal fitting for fixing to a corner formed by a first frame member and a second frame member orthogonal to the first frame member to fix horizontal braces and reinforce the frame structure. A flat plate-shaped member that comes into contact with at least any of the outer surfaces of the corners of the first framing member and the second framing member that is orthogonal to the first framing member, and a rectangular member that comes into contact with the inner surface of the corner of the first framing member. A first contact portion having a shape and a second contact portion having a rectangular shape that abuts an inner surface of a corner portion of the second shaft assembly are integrally formed so as to bend and stand from two adjacent sides of the plate portion. The contact member and the horizontal bracing tension member are provided. The back surface of the plate portion of the abutting member is joined to the surface of the flat plate member, and the horizontal bracing tension member is provided upright from the back surface of the flat plate member. The outer side of the flat plate-shaped member defined by the first contact portion and the second contact portion is formed of the flat plate-shaped member as a first shaft assembly member and a second shaft assembly member. An outer flat fixing portion having a predetermined number of holes for fixing to the lower side surface is formed, and the first contact portion has a predetermined portion for fixing the first contact portion to the first shaft assembly. A plurality of holes are formed, and the second contact portion has a second
A predetermined number of holes for fixing the abutting portion to the second shaft assembly are drilled, and a hole for inserting a bolt for fixing an end of the horizontal bracing is drilled in the horizontal bracing member. A metal fitting for a frame structure, characterized by being formed.
に固定するための平板状部材の外側平坦固定部には、該
外側平坦固定部の表面から突出した仮止め用の突起が所
定数設けられていることを特徴とする請求項19、2
0、21または22記載の軸組構造用の接合用金物。23. A protrusion for temporary fixing protruding from the surface of the outer flat fixing portion is provided on the outer flat fixing portion of the flat plate-like member for fixing to the lower side surfaces of the first framing member and the second framing member. 20. A predetermined number of are provided.
A metal fitting for a frame structure according to 0, 21 or 22.
ており、平板状部材の直角を挟む2辺のうちの第1の辺
から当接部材の第1当接部までの距離が、第1軸組材の
幅の1/2未満であり、直角を挟む2辺のうちの第2の
辺から当接部材の第2当接部までの距離が、第2軸組材
の幅の1/2未満であり、平板状部材の直角先端部が第
1軸組材および第2軸組材に当接する幅分づつ切り欠か
れていることを特徴とする請求項19、20、21、2
2または23記載の軸組構造用の接合用金物。24. The flat plate member is in the shape of an isosceles right triangle, and the distance from the first side of the two sides of the flat plate member that sandwich the right angle to the first contact portion of the contact member is: The distance from the second side of the two sides that sandwich the right angle to the second contact portion of the contact member is less than 1/2 of the width of the first shaft assembly, and the distance of the width of the second shaft assembly is 22. It is less than 1/2, and the right-angled tip end portion of the flat plate-shaped member is cut out for each width that abuts against the first shaft assembly member and the second shaft assembly member. Two
The metal fitting for the frame structure according to 2 or 23.
の部材を断面直角二等辺三角形状に連設されてなる枠組
からなり、矩形状の部材の連設する直角かど部に相当す
る箇所は、直角かど部が切り欠かれた形状に折り曲げら
れて連設しており、直角二等辺三角形の斜辺に相当する
矩形状の部材に水平筋かいの端部を固定するボルト挿通
用の孔が穿設されてなることを特徴とする請求項19、
20、21、22、23または24記載の軸組構造用の
接合用金物。25. The horizontal bracing tension member is composed of a frame structure in which three rectangular members are connected in an isosceles triangular shape with a right angle in cross section, and corresponds to a right-angled corner portion where the rectangular members are connected. The points are connected by bending in a shape in which the right-angled corners are notched, and bolt holes for fixing the ends of horizontal braces to a rectangular member corresponding to the hypotenuse of a right-angled isosceles triangle. 20. The method according to claim 19, wherein
A metal fitting for a frame structure according to 20, 21, 22, 23 or 24.
に当接する矩形状の第1当接部と第2軸組材の隅部の内
側面に当接する矩形状の第2当接部の断面L字状に屈曲
して連設されている直角かど部は、切り欠かれた形状に
折り曲げられていることを特徴とする請求項19、2
0、21、22、23、24または25記載の軸組構造
用の接合用金物。26. A rectangular first abutting portion that abuts an inner surface of a corner of the first shaft assembly of the abutment member and a rectangular first abutting portion that abuts an inner surface of a corner of the second shaft assembly. 20. The right-angled corner portion, which is formed by bending the two abutting portions so as to have an L-shaped cross section and is continuously provided, is bent into a notched shape.
0, 21, 22, 23, 24, or 25, a metal fitting for a frame structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21979595A JPH094056A (en) | 1995-04-19 | 1995-08-05 | Connecting hardware |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7-119100 | 1995-04-19 | ||
| JP11910095 | 1995-04-19 | ||
| JP21979595A JPH094056A (en) | 1995-04-19 | 1995-08-05 | Connecting hardware |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH094056A true JPH094056A (en) | 1997-01-07 |
Family
ID=26456899
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21979595A Pending JPH094056A (en) | 1995-04-19 | 1995-08-05 | Connecting hardware |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH094056A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006104916A (en) * | 2004-10-06 | 2006-04-20 | Shigeru Hida | Connection hardware |
| JP2009203670A (en) * | 2008-02-27 | 2009-09-10 | Sumitomo Forestry Co Ltd | Angle tie member |
| WO2011139507A2 (en) | 2010-04-26 | 2011-11-10 | Blanking Systems, Inc. | Corner piece for mechanically interlocking frame members |
| CN105220767A (en) * | 2015-09-25 | 2016-01-06 | 浙江精工钢结构集团有限公司 | One and the non-orthogonal connected node of cross column and construction method |
| CN110158988A (en) * | 2019-06-28 | 2019-08-23 | 中冶建工集团有限公司 | A kind of building protection steel structure support and its quick method for dismounting |
| WO2022249815A1 (en) * | 2021-05-26 | 2022-12-01 | 株式会社モルテン | Joining member and assemblable frame |
-
1995
- 1995-08-05 JP JP21979595A patent/JPH094056A/en active Pending
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006104916A (en) * | 2004-10-06 | 2006-04-20 | Shigeru Hida | Connection hardware |
| JP2009203670A (en) * | 2008-02-27 | 2009-09-10 | Sumitomo Forestry Co Ltd | Angle tie member |
| WO2011139507A2 (en) | 2010-04-26 | 2011-11-10 | Blanking Systems, Inc. | Corner piece for mechanically interlocking frame members |
| JP2013525646A (en) * | 2010-04-26 | 2013-06-20 | ブランキング システムズ インク | Corner parts for mechanically connecting frame members |
| KR20130106763A (en) * | 2010-04-26 | 2013-09-30 | 블랭킹 시스템즈, 인코포레이티드 | Corner piece for mechanically interlocking frame members |
| US9702389B2 (en) | 2010-04-26 | 2017-07-11 | Blanking Systems, Inc. | Corner piece for mechanically interlocking frame members |
| EP2564074B1 (en) * | 2010-04-26 | 2020-09-09 | Blanking Systems, Inc. | Corner piece for mechanically interlocking frame members |
| CN105220767A (en) * | 2015-09-25 | 2016-01-06 | 浙江精工钢结构集团有限公司 | One and the non-orthogonal connected node of cross column and construction method |
| CN110158988A (en) * | 2019-06-28 | 2019-08-23 | 中冶建工集团有限公司 | A kind of building protection steel structure support and its quick method for dismounting |
| WO2022249815A1 (en) * | 2021-05-26 | 2022-12-01 | 株式会社モルテン | Joining member and assemblable frame |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US6643986B2 (en) | Diaphragm with perimeter edging on structural panels | |
| JP2019196634A (en) | Reinforcement member for wooden frame | |
| JPH094056A (en) | Connecting hardware | |
| JP5190904B1 (en) | Seismic reinforcement structure for wooden houses | |
| JPH10306524A (en) | Toughness wall member, toughness wall body structure, and wall body execution method | |
| RU64233U1 (en) | SEISMICALLY REINFORCED CONSTRUCTION FOR BUILDINGS AND STRUCTURES | |
| JP3020215U (en) | Wooden building | |
| JP2948716B2 (en) | Wooden frame panel structure | |
| US20050279051A1 (en) | Structural wall framework | |
| JP2002194821A (en) | Brace fixing hardware, and fixing structure for intersecting position of column to horizontal member in wood framework dwelling house | |
| JPH0978694A (en) | Earthquake resistant reinforcing metal fittings of building | |
| JP2000234407A (en) | Earthquake-resistant wall structure using wooden gate frame | |
| JP3174807U (en) | Reinforcement structure for bracing of wooden buildings and fixing brackets for bracing intersections | |
| JPH07229201A (en) | Building | |
| JP2001262701A (en) | Joint hardware and wooden frame | |
| JP6434187B1 (en) | Wall forming panels, wall structures, and buildings | |
| JP3720167B2 (en) | High wall magnification panel | |
| JP3355389B2 (en) | Reinforcement metal fittings and wooden buildings | |
| JP2024035048A (en) | building | |
| JP3020190U (en) | Metal fittings for wooden members in wooden buildings | |
| JP2839846B2 (en) | Reinforcement structure of wooden building | |
| JP2001159198A (en) | Joint device for construction member | |
| JPH116208A (en) | Brace connecting joint for use with panel for imparting bearing force of high magnification wall | |
| JP2005030145A (en) | Brace structure in wooden building | |
| JPH08260577A (en) | Framework construction method for wooden building |