JP2001173094A - Joined structure of wooden building - Google Patents
Joined structure of wooden buildingInfo
- Publication number
- JP2001173094A JP2001173094A JP37674899A JP37674899A JP2001173094A JP 2001173094 A JP2001173094 A JP 2001173094A JP 37674899 A JP37674899 A JP 37674899A JP 37674899 A JP37674899 A JP 37674899A JP 2001173094 A JP2001173094 A JP 2001173094A
- Authority
- JP
- Japan
- Prior art keywords
- joint
- wooden
- joining
- wooden members
- members
- 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
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Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】
【課題】 木質部材どうしを所定角度で接着接合する
際、接合部の接合耐力を向上させることで、剛性が高
く、耐震性能にも優れ、しかも施工性に優れた接合構造
を提供する。
【解決手段】 木質部材どうしを所定角度で接着接合す
る際、木質部材どうしを仕口がフィンガージョイントに
より接合し、更に該接合面に、複数本のボルトを各々の
木質部材を貫通するようにして取付ける。また、接合部
の内面側のフィンガージョイント部に接着剤を充填し
て、補強材を配設する。これにより、接合部に引張力或
いは圧縮力が生じた際、ボルトおよび補強材がこれらの
荷重を負担するため、木質部材に割裂を生じ難くなると
共に、接合部の座屈が生じ難くなり、接合強度が増強さ
れるとともに、粘りのあるエネルギー吸収性能の高い構
造となるので、靭性に優れ、耐震性能も大幅に向上す
る。
(57) [Summary] [Problem] When bonding wooden members at a predetermined angle, a joint structure having high rigidity, excellent seismic performance, and excellent workability by improving the joint resistance of the joint. I will provide a. SOLUTION: When bonding wooden members at a predetermined angle, a connection is made between the wooden members by a finger joint, and a plurality of bolts are further penetrated through the wooden member at the joint surface. Attach. An adhesive is filled in the finger joint on the inner surface side of the joint, and a reinforcing material is provided. Thereby, when a tensile force or a compressive force is generated at the joint, the bolt and the reinforcing material bear these loads, so that the wooden member is less likely to be split, and the buckling of the joint is less likely to occur. The strength is enhanced and the structure has a sticky and high energy absorption performance, so it has excellent toughness and greatly improves seismic performance.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、木造建築物の柱、
梁等に用いられる集成材等の木質部材を接着で継ぎ合わ
せた接合部の強度を著しく向上する構造に係るものであ
る。The present invention relates to a pillar of a wooden building,
The present invention relates to a structure that remarkably improves the strength of a joint formed by bonding wood members such as glued laminated timber used for beams and the like.
【0002】[0002]
【従来の技術】学校施設、スポーツ施設、地域のシンボ
ル的施設等の木造建築物の骨格を形成する主要構造材に
は、構造用集成材や構造用製材が使用されている。これ
ら木質部材は建築物の大きさに対応するため、予め生産
しておく直材を中心としたストックビームを加工(プレ
カット)したものを継ぎ合わせたりして用いられてい
る。2. Description of the Related Art Structural laminated lumber and structural lumber are used as main structural materials forming the framework of wooden buildings such as school facilities, sports facilities, and regional symbol facilities. In order to correspond to the size of a building, these wooden members are used by processing (pre-cut) a stock beam mainly made of a straight material that has been produced in advance and joining them.
【0003】従来、これら木質部材の接合は、図3
(a)に示すように、それぞれの木質部材11、11′
の端面をフィンガー加工し、その加工面に接着剤を塗布
し、両者を嵌合させることによって接合する方法が採ら
れている。この接合方法は金属製接合金具等の金物を使
用した接合に比べ、剛性が高く、また、金物を使用しな
いため、経済性、施工性、耐火性に優れ、意匠的にも優
れるという利点がある。[0003] Conventionally, the joining of these wooden members is performed as shown in FIG.
As shown in (a), each of the wooden members 11, 11 '
The end face of each of them is finger-processed, an adhesive is applied to the processed face, and the two are fitted together to join them. This joining method has advantages in that it has higher rigidity and does not use hardware, compared to joining using metal fittings such as metal fittings, so that it is excellent in economy, workability, fire resistance, and design. .
【0004】[0004]
【発明が解決しようとする課題】ところが、前記接着接
合においては、軸方向に接合する場合は、金物を用いた
接合に比べ高い耐力を有するが、柱と梁との接合のよう
に木質部材の繊維方向11a、11′aが所定角度とな
った状態で接合する場合は金物を用いた接合に比べて同
等もしくはそれ以下の耐力しか有さないという問題点が
あった。これは、木材の異方性に起因するもので、木材
は繊維方向に対して角度を有する方向に引張力Ftや圧
縮力Fcを受けた場合、その角度が90度に近づくに従
い耐力は減少する。すなわち、図3(b)に示すように
接合部の外面側に繊維方向11aに対し90度方向の引
張力Ftが木材に生じた場合、接合部の中間部に割裂と
いう木材特有の脆弱な破壊を起こす。一方、接合部の内
面側に繊維方向11a対し90度方向の圧縮力Fcが木
材に生じた場合、接合部の内面側(Aの部分)がめり込
むという木材特有の降伏を起こす。また、この部分(A
の部分)はフィンガージョイント12が完全に嵌合され
ていないため、隙間が生じているので、圧縮力が受けた
場合、座屈し易い。However, in the above-mentioned adhesive joining, when joining in the axial direction, it has a higher proof stress than joining using metal fittings. When joining in a state where the fiber directions 11a and 11'a are at a predetermined angle, there is a problem that the yield strength is equal to or less than that of the joining using metal parts. This is due to the anisotropy of the wood. When the wood receives a tensile force Ft or a compressive force Fc in a direction having an angle to the fiber direction, the proof stress decreases as the angle approaches 90 degrees. . That is, as shown in FIG. 3 (b), when a tensile force Ft in the direction of 90 degrees with respect to the fiber direction 11a is generated in the wood on the outer surface side of the joint, a fragile fracture peculiar to wood, which is split at an intermediate portion of the joint. Cause On the other hand, when a compressive force Fc in the direction of 90 degrees with respect to the fiber direction 11a is applied to the wood on the inner surface side of the joint, yielding peculiar to the wood occurs such that the inner surface side (portion A) of the joint is sunk. This part (A
Since the finger joint 12 is not completely fitted, there is a gap, and therefore, when a compressive force is applied, the joint tends to buckle.
【0005】従って、柱、梁等の木質部材11、11′
どうしを所定角度で接合する場合、その接合部は互いに
繊維方向11a、11′aに対し角度を有するため、例
えば、図3(b)に示すように接合部が閉じる方向の外
力P1を受けたとき、接合部の外面側に引張力Ftを生
じるが、その角度が90度に近付くに従って割裂が生じ
易くなる。また、接合部の内面側には、圧縮力Fcが生
じるが、その角度が90度に近づくに従って、めり込み
が生じ易くなると共にフィンガージョイント12が完全
に嵌合されていないため、隙間が生じているので、その
部分が座屈し易い。一方、図3(c)に示すように接合
部が開く方向の外力P2を受けたとき、接合部の内面側
に引張力Ftが生じるが、その角度が90度に近づくに
従って、接合部に割裂が生じ易くなる。このように、い
ずれの外力を受けた場合にも接合部に割裂が生じ易いた
め、地震等によって接合部が脆性破壊を起こし倒壊し易
いという欠点があった。Accordingly, wooden members 11, 11 'such as columns, beams, etc.
In the case where the joints are joined at a predetermined angle, the joints have an angle with respect to the fiber directions 11a and 11'a, and therefore, for example, received an external force P1 in the direction in which the joints close as shown in FIG. At this time, a tensile force Ft is generated on the outer surface side of the joint portion, but as the angle approaches 90 degrees, splitting tends to occur. In addition, a compressive force Fc is generated on the inner surface side of the joint, but as the angle approaches 90 degrees, it becomes more likely that the finger joint 12 is not completely fitted, and a gap is generated. Therefore, the portion is easily buckled. On the other hand, as shown in FIG. 3 (c), when an external force P2 in a direction in which the joint is opened is applied, a tensile force Ft is generated on the inner surface side of the joint, and as the angle approaches 90 degrees, the joint is split. Is more likely to occur. Thus, when any external force is applied, the joint is liable to split, so that the joint is liable to brittle fracture due to an earthquake or the like and easily collapse.
【0006】本発明は、前記の欠点を鑑みてなされたも
ので、木質部材を所定角度で接着で継ぎ合わせても金物
による接合以上の高耐力を有すると共に、靭性の高い耐
震性能を有する接合構造を提供するものである。SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned drawbacks, and has a joint structure which has a higher strength than a joint made of metal even when wooden members are joined at a predetermined angle by bonding, and has a high toughness and a seismic performance. Is provided.
【0007】[0007]
【課題を解決するための手段】本発明は、前記課題を解
決するために、請求項1記載の木造建築物の接合構造
は、木質部材(1、1′)どうしを所定角度で接着で継
ぎ合わせる際の接合部において、仕口がフィンガージョ
イント(2)により接合され、該接合面に対し少なくと
も1本以上のボルト(3)が各々の木質部材(1、
1′)を貫設して構成される。これによって、接合部に
曲げモーメントが作用し木質部材(1、1′)に引張力
が生じても、木質部材(1、1′)を貫通して取付けた
ボルトがその引張力を負担することになるので、木質部
材の割裂を防止できるように作用する。According to the present invention, in order to solve the above-mentioned problems, the joint structure of the wooden building according to the first aspect is characterized in that the wooden members (1, 1 ') are joined together at a predetermined angle by bonding. At the joint at the time of joining, the connection is joined by a finger joint (2), and at least one bolt (3) is connected to the joining surface with each of the wood members (1,
1 '). As a result, even if a bending moment acts on the joint and a tensile force is generated in the wooden member (1, 1 '), the bolt mounted through the wooden member (1, 1') bears the tensile force. Therefore, it acts to prevent splitting of the wooden member.
【0008】また、請求項2記載の木造建築物の接合構
造は、前記接合部の各木質部材(1)の内面側のフィン
ガージョイント(2)の空隙に接着剤を充填した上、補
強材(6)を配設して構成される。これによって、接合
部の内面側(Aの部分)のめり込みおよび接合部の座屈
を防止するように作用する。According to a second aspect of the present invention, there is provided a joint structure for a wooden building, wherein an adhesive is filled in a gap of a finger joint (2) on an inner surface side of each wooden member (1) of the joint portion, and a reinforcing material ( 6) is arranged. Thereby, it works so as to prevent the inner surface side (portion A) of the joint portion from being sunk and the joint portion from buckling.
【0009】なお、括弧内の符号は図面において対応す
る要素を表す便宜的なものであり、従って、本発明は図
面上の記載に限定拘束されるものではない。このことは
「特許請求の範囲」の欄についても同様である。Note that reference numerals in parentheses are for convenience showing corresponding elements in the drawings, and therefore, the present invention is not limited to the description on the drawings. The same applies to the column of “Claims”.
【0010】[0010]
【発明の実施の形態】以下、本発明の実施形態を図面に
基づいて説明する。Embodiments of the present invention will be described below with reference to the drawings.
【0011】図1は本発明の木造建造物の接合構造の一
実施形態を示す図であり、(a)はその斜視図、(b)
はその縦断面図である。また、図2は本発明の木造建造
物の接合構造の別の実施形態を示す図であり、(a)は
その斜視図、(b)はその縦断面図である。FIG. 1 is a view showing one embodiment of a joining structure of a wooden building of the present invention, (a) is a perspective view thereof, and (b).
Is a longitudinal sectional view thereof. FIGS. 2A and 2B are diagrams showing another embodiment of the joint structure of the wooden building of the present invention, wherein FIG. 2A is a perspective view and FIG. 2B is a longitudinal sectional view.
【0012】本発明は図1(a)に示すように、製材挽
板を接着剤で積層接着して柱状に形成した木質部材1、
1′を接着接合し、その接合部に各々の木質部材1、
1′を貫通して2本のボルトが挿入、螺合されている。As shown in FIG. 1 (a), the present invention relates to a wooden member 1, which is formed in a pillar shape by laminating a sawn sawn plate with an adhesive.
1 'is adhesively bonded, and each wooden member 1,
Two bolts are inserted and screwed through 1 '.
【0013】すなわち、柱、梁等の木質部材1、1′の
木口端面には、V形波形状のフィンガーが一例として1
2mmピッチで刻み込んであり、これらを互いに噛み合
うようにして接着剤で接合されている。そして、この接
合部において、一方の木質部材1から別の木質部材1′
に貫通する2個のボルト孔4が均等な圧縮圧が得られる
位置(接合面のほぼ4等分の位置)で、接合面に対しほ
ぼ直角方向に向けて連穿されている。尚、このボルト孔
4の位置は、接合面のほぼ4等分の位置としたが、接合
部に対し接合を開こうとする外力に対してより大きく抵
抗したい場合には、接合部の内面側に位置するボルト孔
4(図1(b)において左側に位置するボルト孔)をフ
ィンガージョイント部2より外に(図1(b)の左手方
向)してもよい。例えば、木質部材1、1′および補強
材6を貫通するようにして設けてもよい。また、各々の
ボルト孔4の先端口には、ボルトの頭部およびナットの
径より大きい径で、ボルトの頭部およびナットの高さと
同程度乃至はやや深めの座掘り5が穿設されている。そ
して、前記ボルト孔4にはボルト3が貫入されて、接合
面で木質部材1、1′を挟持するようにナットで螺合し
て配設されている。これによって、接合部に対し接合を
開く或いは閉じる方向の外力を受けて、接合部に引張力
が生じても、木質部材1、1′を貫通して取付けたボル
ト3がその引張力を負担することになるので、木質部材
の割裂が防止されることになる。しかも、このボルト3
が接合部の破壊に対し終局まで抵抗するので、粘りのあ
るエネルギー吸収性能の高い構造となり、靭性に優れる
ことになる。更に、木質部材1、1′をフィンガージョ
イントで接着接合する際、接着剤が硬化するまで、フィ
ンガージョイント仕口を引き寄せて合体させ圧締した状
態を保持できる。ここで、座掘り5はボルトの頭部およ
びナットが木質部材1、1′の表面に表れないようにし
て、意匠性を良くするためのものであり、必要に応じて
穿設すればよい。That is, a V-shaped wave-shaped finger is provided as an example on the end faces of the wooden members 1, 1 'such as pillars and beams.
They are cut at a pitch of 2 mm, and they are joined with an adhesive so as to mesh with each other. At this joint, one wood member 1 is separated from another wood member 1 '.
The two bolt holes 4 penetrating the joint surface are continuously drilled substantially perpendicularly to the joint surface at a position where a uniform compression pressure can be obtained (at a position substantially equal to four equal portions of the joint surface). Although the position of the bolt hole 4 is set to a position substantially equal to four equal parts of the joint surface, if it is desired to further resist an external force for opening the joint to the joint part, the inner side of the joint part is required. (The bolt hole located on the left side in FIG. 1B) may be located outside the finger joint 2 (in the left-hand direction in FIG. 1B). For example, it may be provided so as to penetrate the wooden members 1, 1 'and the reinforcing material 6. At the tip end of each bolt hole 4, a counterbore 5 having a diameter larger than the diameter of the bolt head and the nut and substantially the same as or slightly deeper than the height of the bolt head and the nut is formed. I have. A bolt 3 is inserted into the bolt hole 4 and is screwed with a nut so as to sandwich the wooden members 1 and 1 'at the joint surface. As a result, even if an external force is applied to the joint to open or close the joint, and a tensile force is generated at the joint, the bolt 3 mounted through the wood members 1, 1 'bears the tensile force. Therefore, splitting of the wooden member is prevented. And this bolt 3
Resists the fracture of the joint to the end, resulting in a viscous structure with high energy absorption performance and excellent toughness. Further, when the wooden members 1 and 1 'are bonded and bonded by the finger joint, the finger joint connection can be pulled together to keep the pressed state until the adhesive is hardened. Here, the counterbore 5 is for improving the design property by preventing the heads and nuts of the bolts from appearing on the surfaces of the wooden members 1, 1 ', and may be drilled as necessary.
【0014】一方、接合部の内面側のフィンガージョイ
ント部2はフィンガージョイントが完全に嵌合されない
ので、隙間を有するが、この隙間を接着剤で充填した上
で、ブロック状の補強材6が接着剤で固着して貼設され
ている。この補強材6は、接合部の内面側に生じる圧縮
力を負担するので、接合部での木質部材の座屈を防止す
ることができる。ここで、補強材6としては、LVL等
の木質材料、鉄板等の金属製材料他を適宜使用すればよ
いが、意匠性の面から木質材料のものがより好ましい。On the other hand, the finger joint 2 on the inner surface side of the joint has a gap because the finger joint is not completely fitted, so that the gap is filled with an adhesive and the block-shaped reinforcing material 6 is bonded. It is stuck with an adhesive. Since the reinforcing member 6 bears the compressive force generated on the inner surface side of the joint, buckling of the wood member at the joint can be prevented. Here, as the reinforcing material 6, a woody material such as LVL, a metal material such as an iron plate, or the like may be appropriately used, but a woody material is more preferable in terms of design.
【0015】以上は、木質部材1、1′に直接ボルト3
を取付けた場合について説明したが、図2(a)、
(b)に示すように、木質部材1、1′の外表面側に金
属板7を配設して、ボルト3を取付けてもよい。これに
よって、ボルトにナットを螺合して締め付ける際にボル
ト3の頭部やナットが木質部材1、1′にめり込むのを
防止できる。また、この金属板7をL字状の形状にする
ことにより、木質部材1、1′を接着接合する際の位置
決めの役目をなすので、接着作業の能率を向上できる。In the above, the bolts 3 are directly attached to the wooden members 1, 1 '.
Although the description has been given of the case where
As shown in (b), a metal plate 7 may be provided on the outer surface side of the wooden members 1 and 1 ', and the bolt 3 may be attached. Thus, when the nut is screwed into the bolt and tightened, it is possible to prevent the head of the bolt 3 and the nut from sinking into the wooden members 1, 1 '. Further, by making the metal plate 7 into an L-shape, it plays a role of positioning when the wood members 1, 1 'are bonded and joined, so that the efficiency of the bonding operation can be improved.
【0016】[0016]
【発明の効果】以上説明したように本発明によれば、木
質部材1、1′どうしを所定角度で接着接合する際の接
合部において、仕口がフィンガージョイントにより接合
され、該接合面に対し少なくとも1本以上のボルト3が
各々の木質部材1、1′を貫通して取付けたので、接合
部に対し接合を開く或いは閉じる方向の外力が作用した
とき、木質部材1、1′の接合部に引張力が生じても、
木質部材1、1′を貫通して取付けたボルトがその引張
力を負担することになるので、木質部材の割裂が防止さ
れことになる。As described above, according to the present invention, the joint is joined by the finger joint at the joint portion when the wooden members 1 and 1 'are adhered and joined at a predetermined angle. At least one or more bolts 3 are attached through each of the wooden members 1, 1 'so that when an external force in the direction of opening or closing the joint acts on the joint, the joints of the wooden members 1, 1' Even if tensile force occurs in
Since the bolts penetrating through the wooden members 1, 1 'bear the tensile force, splitting of the wooden members is prevented.
【0017】従って、柱、梁等の木質部材1をその繊維
方向が所定角度となる状態で接合した場合でも、接合耐
力が増強される。その結果、金物を用いた接合に比べよ
り強い耐力を有することになり、しかも経済性、施工性
に優れる。更に、このボルト3が接合部の破壊に対し終
局まで抵抗するので、粘りのあるエネルギー吸収性能の
高い構造となり、靭性に優れ、耐震性能も大幅に向上す
る。Accordingly, even when the wooden members 1 such as columns and beams are joined in a state where the fiber direction thereof is at a predetermined angle, the joining strength is enhanced. As a result, it has a higher proof stress as compared with the joining using metal, and is excellent in economy and workability. Further, since the bolt 3 resists the destruction of the joint to the end, the structure has a sticky and high energy absorption performance, and is excellent in toughness and seismic performance is greatly improved.
【0018】また、木質部材1、1′をフィンガージョ
イントで接着接合する際、接着剤が硬化するまで、フィ
ンガージョイント仕口を引き寄せて合体させ圧締した状
態に保持できるので、別途圧締用冶具を使用した圧締が
不要となり、接着作業の省力化が可能である。Further, when the wooden members 1 and 1 'are bonded and joined by the finger joint, the finger joint can be pulled together to be united and held in a pressed state until the adhesive is hardened. This eliminates the need for press-fitting, and saves labor in the bonding operation.
【0019】更に、前記接合部の各木質部材1、1′の
外面側に金属板6を配設することで、ボルトの頭部、ナ
ットが木質部材1、1′にめり込むのを防止することが
できるので、より接合耐力を増強することになる。Further, by disposing a metal plate 6 on the outer surface side of each of the wooden members 1, 1 'of the joint portion, it is possible to prevent the heads and nuts of the bolts from digging into the wooden members 1, 1'. Therefore, the joining strength is further enhanced.
【0020】また、請求項2記載の木造建築物の接合構
造では、接合部の内面側のフィンガージョイント部2に
接着剤を充填して、補強材6を配設したことにより、接
合部の内面側に生じる圧縮力が該補強材によって負担さ
れるので、この部分での木質部材の座屈が防止でき、接
合耐力がより向上される。Further, in the joint structure for a wooden building according to the second aspect, the finger joint portion 2 on the inner surface side of the joint portion is filled with an adhesive and the reinforcing material 6 is provided, so that the inner surface of the joint portion is provided. Since the compressive force generated on the side is borne by the reinforcing material, buckling of the wooden member at this portion can be prevented, and the joining strength is further improved.
【図1】本発明に係る木造建造物の接合構造の一実施形
態を示す図であり、(a)はその斜視図、(b)はその
縦断面図である。FIG. 1 is a view showing one embodiment of a joining structure of a wooden building according to the present invention, wherein (a) is a perspective view and (b) is a longitudinal sectional view.
【図2】本発明に係る木造建造物の接合構造の別の実施
形態を示す図であり、(a)はその斜視図、(b)はそ
の縦断面図である。FIG. 2 is a view showing another embodiment of the joining structure of the wooden building according to the present invention, wherein (a) is a perspective view and (b) is a longitudinal sectional view.
【図3】従来より行われていた木造建造物の接合構造を
示す図であり、(a)はその斜視図、(b)は接合部に
閉じる方向の外力を受けた際の接合部に生ずる力を示す
模式図、(c)は接合部に開く方向の外力を受けた際の
接合部に生ずる力を示す模式図である。FIGS. 3A and 3B are diagrams showing a joint structure of a wooden building, which has been conventionally performed. FIG. 3A is a perspective view of the joint structure, and FIG. 3B is generated at a joint when receiving an external force in a direction to close the joint. FIG. 4C is a schematic diagram illustrating a force, and FIG. 4C is a schematic diagram illustrating a force generated at a joint when an external force is applied in a direction in which the joint opens.
【符号の説明】 1、1′……木質部材 1a……繊維方向 2……
フィンガージョイント部 3……ボルト 4……ボルト孔 5……座堀り
6……補強材 7……金属板 8……傾斜座金[Explanation of Signs] 1, 1 '... wood member 1a ... fiber direction 2 ...
Finger joint 3 Bolt 4 Bolt hole 5 Counterbore
6 Reinforcement 7 Metal plate 8 Inclined washer
Claims (2)
で接着接合する際の接合部において、仕口がフィンガー
ジョイントにより接合され、該接合面に対し少なくとも
1本以上のボルト(3)が木質部材を貫通して取付けら
れたことを特徴とする木造建築物の接合構造。At a joint portion when joining wooden members (1, 1 ') at a predetermined angle, a connection is joined by a finger joint, and at least one bolt (3) is connected to the joint surface. Is attached through a wooden member.
ント部(2)に接着剤を充填して、補強材(6)を配設
したことを特徴とする請求項1記載の木造建築物の接合
構造。2. The joining of a wooden building according to claim 1, wherein a finger joint part (2) on an inner surface side of the joining part is filled with an adhesive and a reinforcing material (6) is provided. Construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP37674899A JP2001173094A (en) | 1999-12-20 | 1999-12-20 | Joined structure of wooden building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP37674899A JP2001173094A (en) | 1999-12-20 | 1999-12-20 | Joined structure of wooden building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2001173094A true JP2001173094A (en) | 2001-06-26 |
Family
ID=18507668
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP37674899A Pending JP2001173094A (en) | 1999-12-20 | 1999-12-20 | Joined structure of wooden building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2001173094A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017172297A (en) * | 2016-03-25 | 2017-09-28 | 帝人株式会社 | Joining method of wooden member |
| JP2018159251A (en) * | 2017-03-23 | 2018-10-11 | 積水ハウス株式会社 | Wood ramen moment resistance structure |
-
1999
- 1999-12-20 JP JP37674899A patent/JP2001173094A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017172297A (en) * | 2016-03-25 | 2017-09-28 | 帝人株式会社 | Joining method of wooden member |
| JP2018159251A (en) * | 2017-03-23 | 2018-10-11 | 積水ハウス株式会社 | Wood ramen moment resistance structure |
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