JP3014203U - Building unit connection structure - Google Patents
Building unit connection structureInfo
- Publication number
- JP3014203U JP3014203U JP1995000297U JP29795U JP3014203U JP 3014203 U JP3014203 U JP 3014203U JP 1995000297 U JP1995000297 U JP 1995000297U JP 29795 U JP29795 U JP 29795U JP 3014203 U JP3014203 U JP 3014203U
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- building unit
- connection structure
- building units
- floor
- floor building
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- 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.)
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Abstract
(57)【要約】
【目的】 建物ユニットの骨組みを形成する柱と梁との
接合箇所の強度を大きくする。
【構成】 下階建物ユニット1Aの柱頭部にガイドピン
6,7が立設され、複数の建物ユニット1Aに架け渡さ
れた連結板8にガイドピン6,7が挿通され、ピン6,
7が上階建物ユニット1Bの柱脚部に形成された孔に挿
通され、上下の建物ユニット1A,1Bが連結具11で
連結される構造において、建物ユニット1Aの柱頭部お
よび建物ユニット1Bの柱脚部を箱状の仕口部材5A,
5Bで形成し、これによって柱2A,2Bと梁3A,4
Bとの接合箇所の強度を大きくする。
(57) [Summary] [Purpose] To increase the strength of the joints between columns and beams that form the framework of the building unit. [Structure] The guide pins 6 and 7 are erected on the pillar heads of the lower-floor building unit 1A, and the guide pins 6 and 7 are inserted into the connecting plate 8 spanning a plurality of building units 1A to form the pins 6 and
In the structure in which 7 is inserted into the hole formed in the column base of the upper floor building unit 1B, and the upper and lower building units 1A and 1B are connected by the connecting tool 11, the column head of the building unit 1A and the column of the building unit 1B The legs are box-shaped connection members 5A,
5B, which results in columns 2A, 2B and beams 3A, 4
Increase the strength of the joint with B.
Description
【0001】[0001]
本考案は、ユニット式建物の構成要素である建物ユニット同士を連結するため の構造に関する。 The present invention relates to a structure for connecting building units, which are constituent elements of a unit type building.
【0002】[0002]
ユニット式建物は工場で予め生産された複数の建物ユニットを建設現場で組み 合わせることにより建てられ、これらの建物ユニット同士は建設現場作業によっ て連結される。特公平6−47840号には、従来の建物ユニットの連結構造が 示されている。 A unit type building is built by combining a plurality of building units pre-produced in a factory at a construction site, and these building units are connected by construction site work. Japanese Examined Patent Publication No. 6-47840 discloses a conventional connecting structure of building units.
【0003】 この従来技術では、下階建物ユニットの柱と梁とで形成された骨組みの柱頭部 に2本のガイドピンが立設され、水平方向に隣接する2個の下階建物ユニットに 架け渡された連結板の孔にこれらのガイドピンが挿通され、連結板の孔から上方 へ突出したガイドピンの先端が、各下階建物ユニットの上に載せられた上階建物 ユニットの柱脚部に形成された孔に挿入され、そして、これらの上下階建物ユニ ットの梁同士が連結具で連結されている。水平方向に隣接する下階ユニット同士 、上階ユニット同士を連結するための連結板には2本のガイドピンが挿通されて いるため、下階建物ユニット同士を連結板で連結するとき、連結板が水平方向に 回転せず、これにより下階建物ユニット同士の位置関係が正確に設定される。In this conventional technique, two guide pins are erected on a pillar head of a frame formed by columns and beams of a lower-floor building unit, and the guide pins are erected on two horizontally-adjacent lower-floor building units. These guide pins are inserted into the holes of the connecting plate passed, and the tips of the guide pins protruding upward from the holes of the connecting plate are the pillar bases of the upper-floor building unit placed on each lower-floor building unit. The beams of the upper and lower building units are connected to each other by the connecting tool. Two guide pins are inserted into the connecting plate for connecting the lower floor units that are horizontally adjacent to each other and the upper floor units, so when connecting the lower floor building units with the connecting plate, the connecting plate Does not rotate horizontally, which allows the positional relationship between the lower floor building units to be set accurately.
【0004】[0004]
以上の従来技術では、下階建物ユニットの柱の上端側面にこの建物ユニットの 梁が直接接合され、また、上階建物ユニットの柱の下端側面にこの建物ユニット の梁が直接接合されている。各建物ユニットの梁には、ユニット式建物に作用す る地震力や風圧力等の横荷重が作用し、この横荷重は柱に伝達される。このため 、柱と梁との接合箇所はこのような横荷重を有効に支持できる大きな強度を有し ていることが求められるが、中空部材からなる柱に梁を直接接合した構造では所 定値以上の大きな強度を得ることは困難であった。 In the above conventional technology, the beam of this building unit is directly connected to the upper end side surface of the column of the lower floor building unit, and the beam of this building unit is directly connected to the lower end side surface of the column of the upper floor building unit. Lateral loads such as seismic force and wind pressure acting on the unit type building act on the beams of each building unit, and these lateral loads are transmitted to the columns. For this reason, it is required that the joints between columns and beams have a large strength that can effectively support such lateral loads. It was difficult to obtain a large strength.
【0005】 本考案の目的は、柱と梁との接合箇所の強度が充分に大きくなる建物ユニット の連結構造を提供するところにある。An object of the present invention is to provide a structure for connecting building units in which the strength of a joint between a column and a beam is sufficiently increased.
【0006】[0006]
本考案は、下階建物ユニットの柱と梁とを含んで形成された骨組みの柱頭部に 2本のガイドピンが立設され、水平方向に隣接する複数の下階建物ユニットに架 け渡された連結板の孔にこれらのガイドピンが挿通され、この孔から上方へ突出 したガイドピンの先端が、複数の下階建物ユニットのうちの少なくとも1個の建 物ユニットの上に載せられた上階建物ユニットの柱脚部に形成された孔に挿入さ れ、これらの上下階建物ユニットが連結具で連結された建物ユニットの連結構造 において、下階建物ユニットの柱頭部をこの下階建物ユニットの柱と梁とを接合 する箱状の仕口部材で形成し、この仕口部材の上面に前記2本のガイドピンを立 設し、上階建物ユニットの柱脚部をこの上階建物ユニットの柱と梁とを接合する 箱状の仕口部材で形成し、この仕口部材の下面に形成された孔にガイドピンの先 端を挿入したことを特徴とするものである。 In the present invention, two guide pins are erected on a pillar head of a frame formed by including columns and beams of a lower-floor building unit, and the guide pins are bridged to a plurality of lower-floor building units horizontally adjacent to each other. These guide pins are inserted into the holes of the connecting plate, and the tips of the guide pins protruding upward from the holes are placed on at least one building unit of the lower floor building units. In the connection structure of building units that are inserted into the holes formed in the column base of the story building unit and these building units on the upper and lower floors are connected by connecting tools, the pillar head of the lower floor building unit is connected to this lower floor building unit. Is formed by a box-shaped joint member that joins the pillar and beam of the above, and the two guide pins are erected on the upper surface of this joint member, and the pillar leg of the upper-floor building unit is connected to the upper-floor building unit. Box-shaped joint member for joining columns and beams Formed, it is characterized in that the insertion of the previous end of the guide pins on the bottom surface in a hole formed in the Joint member.
【0007】 以上において、上下階建物ユニットの仕口部材は例えば鋳物製でもよいが、複 数の板状部材を箱状に組み合せて溶接したものとすることが好ましい。In the above, the connection member of the upper and lower floor building units may be made of, for example, a casting, but it is preferable that a plurality of plate-shaped members are combined in a box shape and welded.
【0008】 このように、仕口部材を複数の板状部材の組み合わせで形成する場合には、こ れらの板状部材のうちには上下面部を有する側面コの字状の本体部材が設けられ 、上下階建物ユニットの梁は上下フランジを有するチャンネル材とされ、これら の上下面部と上下フランジとが接合されて仕口部材に梁が接続される。As described above, when the connecting member is formed by combining a plurality of plate-shaped members, a side-U-shaped body member having upper and lower surface portions is provided in these plate-shaped members. The beams of the upper and lower floor building units are channel materials having upper and lower flanges, and the upper and lower surfaces of these beams are joined to the upper and lower flanges to connect the beams to the joint member.
【0009】 この本体部材の梁との接続側端部とは反対側の開口端部には側面部材が接合さ れる。また、本体部材の上下面部のうちの少なくとも一方の内面には厚さ寸法が 大きい補強板が固定される。A side surface member is joined to an opening end portion of the main body member opposite to the connection side end portion with the beam. A reinforcing plate having a large thickness is fixed to the inner surface of at least one of the upper and lower surfaces of the main body member.
【0010】 さらに、本体部材の内部には、平面L字状の内部部材が角部を外向きにして配 置され、この内部部材が本体部材に固定される。また、本体部材の内部にはリブ 部材が縦に配置され、このリブ部材は、本体部材の上下面部のうちの少なくとも いずれか一方と、内部部材の外面とに接合される。Further, a planar L-shaped internal member is arranged inside the main body member with its corners facing outward, and the internal member is fixed to the main body member. Further, a rib member is vertically arranged inside the main body member, and the rib member is joined to at least one of the upper and lower surfaces of the main body member and the outer surface of the inner member.
【0011】 上下階建物ユニットを連結する前記連結具は、これらの建物ユニットの梁同士 を連結するものであってもよいが、上下建物ユニットの仕口部材同士を連結する ものであることが好ましい。The connecting tool for connecting the upper and lower building units may connect the beams of these building units, but is preferably the one that connects the connecting members of the upper and lower building units. .
【0012】 このように、連結具が、上下階建物ユニットの仕口部材同士を連結するもので ある場合、この連結具は、両方の仕口部材に補強板やリブ部材等で補強されて設 けられた補強箇所同士を連結していることが好ましい。[0012] As described above, when the connecting tool connects the connecting members of the upper and lower building units, the connecting tool is reinforced by reinforcing plates and rib members on both connecting members. It is preferable to connect the reinforced portions to each other.
【0013】 また、連結具は、複数の下階建物ユニットに架け渡された前記連結板に挿通さ れていることが望ましい。このように連結具を連結板に挿通する場合には、連結 板に挿通されている前記2本のガイドピンとこの連結具とが、平面四角形の連結 板の一辺に対して斜め方向に並ぶようにする。Further, it is preferable that the connecting tool is inserted into the connecting plate that is bridged over the plurality of lower floor building units. When the connecting tool is inserted into the connecting plate in this manner, the two guide pins inserted into the connecting plate and the connecting tool are arranged obliquely with respect to one side of the connecting plate having a rectangular shape in a plane. To do.
【0014】 また、2本のガイドピンは同じ高さ寸法になっていてもよいが、これらの高さ 寸法が相違していることが好ましい。Further, the two guide pins may have the same height dimension, but it is preferable that these height dimensions are different.
【0015】 さらに、下階建物ユニットの仕口部材の下面に、この下階建物ユニットにおけ る中空の柱の内面と接触する突起部材を設け、上階建物ユニットの仕口部材の上 面に、この建物ユニットにおける中空の柱の内面と接触する突起部材を設けるこ とが望ましい。Further, a protrusion member that comes into contact with the inner surface of the hollow pillar in the lower-floor building unit is provided on the lower surface of the lower-floor building unit, so that the upper member of the upper-floor building unit has an upper surface. It is desirable to provide a projecting member that comes into contact with the inner surface of the hollow column in this building unit.
【0016】[0016]
本考案では、上下階の各建物ユニットの柱と梁とは仕口部材で接続され、この 仕口部材は箱状であるため、梁に作用する地震力や風圧力等の横荷重を有効に支 持できる大きな強度を有し、建物ユニットは横荷重に対する充分な強度を備える ことになる。また、下階建物ユニットの箱状仕口部材に上面に2本のガイドピン が立設され、このガイドピンは水平方向に隣接する建物ユニット同士を連結する 連結板に挿通されるとともに、その先端は上階建物ユニットの箱状仕口部材の下 面に形成された孔に挿入されるために、大きな強度を有する仕口部材により、水 平方向に隣接する建物ユニット同士の連結および上下方向に並んだ建物ユニット 同士の位置決め配置を大きな強度で行なえる。 In the present invention, the columns and beams of each building unit on the upper and lower floors are connected by a joint member, and since this joint member is box-shaped, lateral loads such as seismic force and wind pressure acting on the beams can be effectively used. It has a large strength that can be supported, and the building unit will have sufficient strength against lateral loads. Also, two guide pins are erected on the upper surface of the box-shaped joint member of the lower-floor building unit, and these guide pins are inserted into the connecting plate that connects adjacent building units in the horizontal direction and the tip of the connecting plate is also inserted. Is inserted into the hole formed in the lower surface of the box-shaped joint member of the upper-floor building unit, so the joint member with high strength connects the building units adjacent to each other in the horizontal direction and vertically. The positioning of the building units that are lined up can be done with great strength.
【0017】 また、仕口部材は柱、梁と別体製造される部品であるため、その製造の容易化 、寸法精度の正確化を達成でき、また、必要とされる強度を確実に備えたものに できる。Further, since the connection member is a part manufactured separately from the pillar and the beam, the manufacturing thereof can be facilitated, the dimensional accuracy can be made accurate, and the required strength can be ensured. It can be something.
【0018】 仕口部材を複数の板状部材の組み合わせで形成するようにした場合には、仕口 部材に設けなければならない例えばガイドピンの固定部材の取り付け作業や、孔 の加工作業を各部品段階で行なえるようになり、作業の容易化を達成できる。When the joint member is formed of a combination of a plurality of plate-shaped members, it is necessary to provide the joint member with, for example, the work of attaching the fixing member of the guide pin and the work of forming the holes in each component. It can be done in stages, and the work can be facilitated.
【0019】 さらに、これらの板状部材のうちに、上下面部を有する側面コの字状の本体部 材を設け、梁を上下フランジを有するチャンネル材とし、これらの上下面部と上 下フランジとを接合するようにした場合には、梁に作用する地震力等の横荷重が 仕口部材の本体部材に確実に伝達され、この本体部材の上下面部が荷重を受ける ダイヤフラムの機能を有するようになるため、荷重支持を確実に行なえる。Further, among these plate-shaped members, a side-faced U-shaped main body member having upper and lower surface portions is provided, and the beam is used as a channel material having upper and lower flanges. In the case of joining, lateral load such as seismic force acting on the beam is surely transmitted to the main body member of the connection member, and the upper and lower surfaces of this main body member have the function of the diaphragm that receives the load. Therefore, the load can be reliably supported.
【0020】 また、この本体部材に前述した側面部材、補強板、さらには内部部材、リブ部 材が設けられて仕口部材が形成されていると、仕口部材の強度はこれらによって 補強され、大きな強度を有するようになる。Further, when the body member is provided with the above-mentioned side member, the reinforcing plate, and further the inner member and the rib member to form the joint member, the strength of the joint member is reinforced by these, It has great strength.
【0021】 連結具が前述したように上下階建物ユニットの仕口部材同士を連結していると 、この仕口部材は箱状であって大きな強度を有するため、上下階建物ユニット同 士の連結強度を大きくできる。また、仕口部材は建物ユニットの内部に設けられ る居室スペース等の隅部に配置されているため、上下階建物ユニットの連結作業 をこの隅部に小さく設けた開口部から行なえるようになり、連結作業後の後処理 の簡単化を達成できる。When the connecting member connects the connecting members of the upper and lower building units as described above, since this connecting member is box-shaped and has a large strength, the connecting members of the upper and lower building units are connected. Strength can be increased. In addition, since the connection members are placed in the corners of the living room space, etc. inside the building unit, the work of connecting the building units on the upper and lower floors can be performed from the small opening in this corner. Therefore, it is possible to simplify post-processing after connecting work.
【0022】 また、仕口部材に補強箇所を設け、この補強箇所において仕口部材同士を連結 具で連結するようにした場合には、連結具による上下階建物ユニットの連結強度 を一層大きくできる。Further, when the connecting member is provided with a reinforcing portion and the connecting members are connected to each other at the reinforcing portion by the connecting member, the connecting strength of the upper and lower floor building units by the connecting member can be further increased.
【0023】 また、連結具が同階の建物ユニット同士を連結する連結板に挿通されていると 、連結板は2本のガイドピンの他にこの連結具でも下階や上階の建物ユニットに 対して水平方向に固定されることになり、このため、連結板による同階建物ユニ ット同士の連結強度を一層大きくできる。Further, when the connecting tool is inserted into the connecting plate connecting the building units on the same floor, the connecting plate can be connected to the building units on the lower floor and the upper floor with this connecting tool in addition to the two guide pins. Since it is fixed horizontally, the connection strength between the building units on the same floor by the connection plate can be further increased.
【0024】 さらに、連結板に挿通される2本のガイドピンと連結具が平面四角形の連結板 の一辺に対して斜め方向に並んでいる場合には、ガイドピンと連結具との間隔が 大きくなり、連結板を大きな強度を確保した状態で使用できるようになる。Further, when the two guide pins inserted into the connecting plate and the connecting tool are arranged obliquely with respect to one side of the planar rectangular connecting plate, the distance between the guide pin and the connecting tool becomes large, The connecting plate can be used with a large strength secured.
【0025】 さらに、2本のガイドピンの高さ寸法が異なっていると、下階建物ユニット上 に上階建物ユニットを載せるとき、2本のガイドピンを上階建物ユニットの仕口 部材の下面に2個設けられた孔に同時に挿入しなくてもよくなるため、作業を容 易化できる。Further, when the height dimensions of the two guide pins are different, when the upper floor building unit is placed on the lower floor building unit, the two guide pins are attached to the lower surface of the connecting member of the upper floor building unit. Since it is not necessary to insert them into the two holes provided at the same time, the work can be simplified.
【0026】 さらにまた、下階、上階建物ユニットの仕口部材の下面、上面にこれらの建物 ユニットの中空の柱の内面と接触する突起部材を設けた場合には、仕口部材に柱 を溶接するために柱を仕口部材に突き当てるとき、この突起部材をガイドにして 突き当て作業を行なえるようになり、また、仕口部材に対して柱が横ずれするの を防止できるようになる。Furthermore, when projecting members that come into contact with the inner surfaces of the hollow pillars of these building units are provided on the lower and upper surfaces of the connecting members of the lower floor and upper floor building units, the connecting members are provided with pillars. When the column is abutted against the connection member for welding, the protrusion member can be used as a guide to perform the abutting work, and the column can be prevented from laterally slipping with respect to the connection member. .
【0027】[0027]
以下に本考案の一実施例を図面に基づいて説明する。 図1は、建物ユニット1の骨組みを示し、この骨組みは、四隅に立設された4 本の柱2と、柱2の上端間、下端間に架け渡された各4本の上梁3、下梁4とを 含んでラーメン構造に形成され、柱2と上梁3、下梁4との接合は、柱2の柱頭 部、柱脚部を形成している仕口部材5で行なわれている。 An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows a skeleton of a building unit 1. This skeleton includes four columns 2 erected at four corners, and four upper beams 3, which are bridged between upper and lower ends of the column 2, The lower beam 4 and the lower beam 4 are formed into a rigid frame structure, and the columns 2, the upper beams 3, and the lower beams 4 are joined by the connection members 5 forming the column heads and column legs. There is.
【0028】 図2は、2個の下階建物ユニット1Aと2個の上階建物ユニット1Bとの連結 部の構造を示している。下階建物ユニット1Aの柱2Aの柱頭部に設けられた仕 口部材5A、および上階建物ユニット1Bの柱2Bの柱脚部に設けられた仕口部 材5Bは、箱状である。仕口部材5Aの上面には、高さ寸法と太さが異なる大小 2本のガイドピン6,7が立設されている。2個の下階建物ユニット1Aの柱頭 部間には連結板8が架け渡され、この連結板8にはガイドピン6,7を挿通する ための孔9,10が形成されている。FIG. 2 shows a structure of a connecting portion between two lower-floor building units 1A and two upper-floor building units 1B. The joint member 5A provided on the pillar head of the pillar 2A of the lower floor building unit 1A and the joint member 5B provided on the pillar leg of the pillar 2B of the upper floor building unit 1B are box-shaped. On the upper surface of the connecting member 5A, two large and small guide pins 6 and 7 having different heights and thicknesses are provided upright. A connecting plate 8 is bridged between the stigmas of the two lower floor building units 1A, and holes 9 and 10 for inserting the guide pins 6 and 7 are formed in the connecting plate 8.
【0029】 孔9,10にガイドピン6,7を挿通しながら連結板8を2個の下階建物ユニ ット1A上に架け渡した後、上階建物ユニット1Bを下階建物ユニット1A上に クレーンで載せ、連結板8から上方へ突出したガイドピン6,7の先端を上階建 物ユニット1Bの仕口部材5Bの下面に形成されている孔(図2では示されてい ない)に挿入する。この作業を2個の上階建物ユニット1B毎に行なう。この後 、連結具であるボルト11を仕口部材5Bの孔12、連結板8の孔13、仕口部 材5Aの孔12に挿通し、仕口部材5Aの孔12から突出したボルト11の先端 にナット14を螺合して締めつける。After inserting the connecting plates 8 onto the two lower floor building units 1A while inserting the guide pins 6 and 7 into the holes 9 and 10, the upper floor building unit 1B is placed on the lower floor building unit 1A. Mounted with a crane, and the tips of the guide pins 6, 7 projecting upward from the connecting plate 8 into the holes (not shown in FIG. 2) formed in the lower surface of the connecting member 5B of the upper floor building unit 1B. insert. This operation is performed for each of the two upper floor building units 1B. After that, the bolt 11 which is a connector is inserted into the hole 12 of the joint member 5B, the hole 13 of the joint plate 8 and the hole 12 of the joint member 5A, and the bolt 11 protruding from the hole 12 of the joint member 5A is inserted. Tighten the nut 14 by screwing it into the tip.
【0030】 これにより、水平方向に隣接する各2個の下階建物ユニット1A同士、上階建 物ユニット1B同士は、ガイドピン6,7およびボルト11を介して連結板8に より連結される。また、下階建物ユニット1Aに対して、上階建物ユニット1B はガイドピン6,7で位置決め配置されるとともに、ボルト11、ナット14で 連結される。連結板8に挿通されるガイドピンは2本6,7であるため、1個の 下階建物ユニット1Aに対して連結板8は水平方向に回転できず、このため、2 個の下階建物ユニット1Aは互いに連結板8で位置決めされながら連結される。 この連結板8の水平方向への回転阻止はガイドピン6,7のうちの小さいガイド ピン7で行なわれ、大きいガイドピン6は、一方の下階または上階建物ユニット 1A,1Bから他方の下階または上階建物ユニット1A,1Bに横荷重が連結板 8を介して伝達できるようにするためのものである。As a result, the two lower-floor building units 1A and the upper-floor building units 1B that are horizontally adjacent to each other are connected to the connecting plate 8 via the guide pins 6 and 7 and the bolts 11. . The upper-floor building unit 1B is positioned with respect to the lower-floor building unit 1A by guide pins 6 and 7, and is connected by bolts 11 and nuts 14. Since there are two guide pins 6 and 7 inserted into the connecting plate 8, the connecting plate 8 cannot rotate in the horizontal direction with respect to one lower floor building unit 1A. The units 1A are connected to each other while being positioned by the connecting plate 8. The horizontal rotation of the connecting plate 8 is prevented by the smaller guide pin 7 of the guide pins 6, 7, and the larger guide pin 6 is used to move the lower one of the upper floors or the upper floor of the building unit 1A, 1B to the lower floor of the other. It is for allowing lateral load to be transmitted to the floor or upper floor building units 1A and 1B through the connecting plate 8.
【0031】 図3は仕口部材5の全体を示す。図4〜図8は、仕口部材5の製造工程をその 順番に従って示した図である。なお、図3と、図4〜図8とでは上下が逆になっ ている。仕口部材5は、図4〜図8で示された板状部材である本体部材15、側 面部材16、補強板17、内部部材18、リブ部材19を箱型に組み合わせ、こ れらを溶接接合することにより、製造されたものである。FIG. 3 shows the entire connecting member 5. 4 to 8 are views showing the manufacturing process of the connection member 5 in the order thereof. Note that the upper and lower sides of FIG. 3 and FIGS. 4 to 8 are reversed. The connecting member 5 is a combination of a plate member shown in FIGS. 4 to 8, a body member 15, a side member 16, a reinforcing plate 17, an internal member 18, and a rib member 19 in a box shape. It is manufactured by welding and joining.
【0032】 図4に示す通り、本体部材15は、上面部15Aと、下面部15Bと、側面部 15Cとを有する側面コの字状であり、互いに直角位置関係にある端部20,2 1に図2に示されているように、直角を成す2本の上梁3、または下梁4が接続 されるようになっている。2個の端部20,21のうち、端部20とは反対側に 開口端部には図5に示した側面部材16が接合される。そして、本体部材15の 下面部15Bにおける内面には図6で示すように補強板17が固定され、この補 強板17は本体部材15、側面部材16よりも厚さの大きい材料からなる。この 後、図7に示すように本体部材15の内部には平面L字状の内部部材18が挿入 され、この挿入は内部部材18の角部18Aを外向きにして、すなわち、角部1 8Aが本体部材15と側面部材16で形成される角部22とは反対側となるよう にして行なわれ、内部部材18は本体部材15の上面部15Aの内面および補強 板17に接合される。As shown in FIG. 4, the main body member 15 has a side surface U shape having an upper surface portion 15A, a lower surface portion 15B, and a side surface portion 15C, and has end portions 20, 21 which are in a mutually perpendicular position relationship. As shown in FIG. 2, two right-angled upper beams 3 or lower beams 4 are connected. Of the two ends 20, 21, the side member 16 shown in FIG. 5 is joined to the opening end on the side opposite to the end 20. A reinforcing plate 17 is fixed to the inner surface of the lower surface portion 15B of the main body member 15 as shown in FIG. 6, and the reinforcing plate 17 is made of a material having a larger thickness than the main body member 15 and the side surface member 16. Thereafter, as shown in FIG. 7, a planar L-shaped internal member 18 is inserted into the main body member 15, and this insertion makes the corner 18A of the internal member 18 face outward, that is, the corner 18A. Is performed on the opposite side of the corner 22 formed by the main body member 15 and the side member 16, and the inner member 18 is joined to the inner surface of the upper surface portion 15A of the main body member 15 and the reinforcing plate 17.
【0033】 このように、本体部材15の内部に平面L字状の内部部材18が配置されると 、本体部材15の内部には内部部材18によって四角形の内部空間が区画形成さ れることになり、仕口部材5に下階または上階の建物ユニット1A,1Bの柱2 A,2Bが接続されたとき、柱2A,2Bの延長上に内部部材18が位置するよ うになっている。In this way, when the planar L-shaped internal member 18 is arranged inside the main body member 15, a rectangular internal space is defined by the internal member 18 inside the main body member 15. When the columns 2A and 2B of the building units 1A and 1B on the lower floor or the upper floor are connected to the connection member 5, the internal member 18 is positioned on the extension of the columns 2A and 2B.
【0034】 図8の通り、本体部材15の内部にはリブ部材19が縦に配置され、このリブ 部材19は内部部材18の外面に接合されるとともに、補強板17にも接合され 、これにより、リブ部材19は補強板17を介して本体部材15の下面部15B に固定される。As shown in FIG. 8, a rib member 19 is vertically arranged inside the main body member 15, and the rib member 19 is joined to the outer surface of the inner member 18 and also to the reinforcing plate 17. The rib member 19 is fixed to the lower surface portion 15B of the main body member 15 via the reinforcing plate 17.
【0035】 以上において、図4に示す通り、本体部材15の下面部15Bには孔23〜2 5が形成されており、また、図6に示す通り、補強板17にはこれらの孔と対応 する位置に孔26〜28が形成されている。孔23と26により図3で示した仕 口部材5の孔29が設けられ、また、孔24と27とにより孔30が設けられ、 孔25と28とにより孔12が設けられている。仕口部材5が下階建物ユニット 1Aの柱頭部の仕口部材5Aとして使用される場合には、孔29,30の位置と 一致した仕口部材5Aの内部には図3で示したナット31,32が溶接で取り付 けられ、ガイドピン6,7の下端部に設けられているねじ部6A,7Aが孔29 ,30から挿入されてナット31,32に螺合されるようになっている。また、 仕口部材5が上階建物ユニット1Bの柱脚部の仕口部材5Bとして使用される場 合には、孔29,30は下階建物ユニット1Aにおけるガイドピン6,7の先端 が挿入される孔として使用される。In the above, as shown in FIG. 4, holes 23 to 25 are formed in the lower surface portion 15B of the main body member 15, and as shown in FIG. 6, the reinforcing plate 17 corresponds to these holes. Holes 26 to 28 are formed at the positions. The holes 23 and 26 form the hole 29 of the partition member 5 shown in FIG. 3, the holes 24 and 27 form the hole 30, and the holes 25 and 28 form the hole 12. When the connection member 5 is used as the connection member 5A for the pillar head of the lower-floor building unit 1A, the nut 31 shown in FIG. 3 is provided inside the connection member 5A that coincides with the positions of the holes 29 and 30. , 32 are attached by welding, and the screw portions 6A, 7A provided at the lower ends of the guide pins 6, 7 are inserted through the holes 29, 30 and screwed into the nuts 31, 32. There is. When the connecting member 5 is used as the connecting member 5B for the column base of the upper floor building unit 1B, the holes 29, 30 are inserted into the tips of the guide pins 6, 7 in the lower floor building unit 1A. Used as a hole.
【0036】 図9に示す通り、下階建物ユニット1Aの仕口部材5Aの下面33(本体部材 15の上面部15Aの外面)に柱2Aを接合するときには、この下面33に予め 突起部材34を溶接で取り付けておき、この突起部材34をガイドにして中空の 柱2Aの先端を下面33に突き当て、突起部材34を柱2Aの内面に接触させな がら、柱2Aと仕口部材5Aとを溶接する。また、上階建物ユニット1Bの仕口 部材5Bの上面35(本体部材15の上面部15Aの外面)に柱2Bを接合する ときにも、下階建物ユニット1Aの場合と同様に、中空の柱2Bの内面と接触す る突起部材34を上面35に予め設けておく。As shown in FIG. 9, when the pillar 2A is joined to the lower surface 33 of the connector member 5A of the lower floor building unit 1A (the outer surface of the upper surface portion 15A of the main body member 15), the protruding member 34 is previously attached to the lower surface 33. It is attached by welding, the tip of the hollow pillar 2A is abutted against the lower surface 33 using the protruding member 34 as a guide, and the pillar 2A and the joint member 5A are connected while the protruding member 34 is in contact with the inner surface of the pillar 2A. Weld. Also, when the pillar 2B is joined to the upper surface 35 (the outer surface of the upper surface 15A of the main body member 15) of the connection member 5B of the upper floor building unit 1B, as in the case of the lower floor building unit 1A, the hollow pillar The upper surface 35 is previously provided with a protruding member 34 that comes into contact with the inner surface of 2B.
【0037】 図9に示されている通り、下階建物ユニット1Aの上梁3A、上階建物ユニッ ト1Bの下梁4Bは、上フランジ36,39と、下フランジ37,40と、ウェ ブ38,41とからなるチャンネル材よりなり、これらが仕口部材5A,5Bに 接続されるとき、上下のフランジ36,39,37,40は、仕口部材5A,5 Bの本体部材15の上下面部15A,15Bに接続される。この接続の仕方は図 3で示した仕口部材5の2箇所の端部20,21について同じであり、端部20 ではこれに加えてウェブ38,41は本体部材15の側面部15Cに接続され、 端部21ではウェブ38,41は図5〜図8で示されている側面部材16に接続 される。As shown in FIG. 9, the upper beam 3 A of the lower floor building unit 1 A and the lower beam 4 B of the upper floor building unit 1 B include upper flanges 36 and 39, lower flanges 37 and 40, and webs. 38, 41, and when these are connected to the connecting members 5A, 5B, the upper and lower flanges 36, 39, 37, 40 form the upper and lower parts of the main body member 15 of the connecting members 5A, 5B. It is connected to the surface portions 15A and 15B. This connection method is the same for the two end portions 20 and 21 of the joint member 5 shown in FIG. 3, and in addition to this, the webs 38 and 41 are connected to the side surface portion 15C of the main body member 15 at the end portion 20. At the end 21, the webs 38, 41 are connected to the side member 16 shown in FIGS.
【0038】 以上のようにして仕口部材5を介して柱2と上梁3、下梁4との接続が行なわ れて建物ユニット1の骨組みが形成された後、この骨組みに工場で壁材、床材等 が取り付けられ、さらには建物ユニット1の内部にバスユニットやキッチンユニ ット等の設備材が組み込まれる。1棟分の建物を建てるために必要な個数の建物 ユニット1が建設現場に運ばれ、これらのうちの複数の下階建物ユニット1Aが 所定位置に配置された後、それぞれの下階建物ユニット1Aにおける柱頭部の仕 口部材5Aには、前述した通りガイドピン6,7のねじ部6A,7Aをナット3 1,32に螺合することによりガイドピン6,7が立設される。この後、図2で 説明したように、複数の下階建物ユニット1A上に連結板8を架け渡すとともに 、この上に上階建物ユニット1Bを載せ、そして連結具であるボルト11、ナッ ト14による連結作業を行なう。After the pillar 2 and the upper beam 3 and the lower beam 4 are connected to each other through the connecting member 5 as described above to form the frame of the building unit 1, the wall material is used in the factory at this frame. , Floor materials, etc. are installed, and equipment materials such as bath units and kitchen units are installed inside the building unit 1. The required number of building units 1 to build one building is transported to the construction site, and after a plurality of lower-floor building units 1A of these are placed in predetermined positions, each lower-floor building unit 1A The guide pins 6 and 7 are erected by screwing the threaded portions 6A and 7A of the guide pins 6 and 7 onto the nuts 31 and 32, as described above, on the connection member 5A of the column head. After that, as described in FIG. 2, the connecting plate 8 is laid over the plurality of lower-floor building units 1A, the upper-floor building unit 1B is placed on the connecting plate 8, and the bolts 11 and nuts 14 serving as connecting tools. Perform connection work by.
【0039】 以上説明した本実施例によれば、それぞれの建物ユニット1における柱2と上 梁3、下梁4とは直接接合されておらず、これらは箱状の仕口部材5を介して接 合されているため、この仕口部材の強度を利用して柱2と上梁3、下梁4との接 合箇所の強度を大きくでき、これにより、上梁3、下梁4に作用して同階建物ユ ニット間で伝達される地震力、風圧力等の横荷重の支持を確実に行なえるように なる。また、連結板8で互いに連結される同階建物ユニット同士はこの箱状仕口 部材5の部分で連結されるため大きな連結強度で連結され、さらにガイドピン6 ,7は仕口部材5に立設されているため、ガイドピン6,7で位置決めされる上 下階建物ユニットの位置決め配置を大きな強度で行なえる。さらに、仕口部材5 は柱2や上梁3、下梁4とは別に製造されるものであるため、仕口部材5を必要 とされる寸法精度や強度を確実に確保しながら製造できるようになる。According to the present embodiment described above, the pillar 2 and the upper beam 3 and the lower beam 4 in each building unit 1 are not directly joined, and these are connected via the box-shaped connecting member 5. Since they are joined together, the strength of the joint member can be used to increase the strength of the joint between the column 2 and the upper beam 3 and the lower beam 4, which in turn acts on the upper beam 3 and the lower beam 4. As a result, lateral loads such as seismic force and wind pressure transmitted between building units on the same floor can be reliably supported. Further, since the building units of the same floor, which are connected to each other by the connecting plate 8, are connected at this box-shaped joint member 5, they are connected with a large joint strength, and the guide pins 6 and 7 stand on the joint member 5. Since it is installed, the positioning arrangement of the upper and lower floor building units positioned by the guide pins 6 and 7 can be performed with great strength. Further, since the joint member 5 is manufactured separately from the pillar 2, the upper beam 3, and the lower beam 4, the joint member 5 can be manufactured while surely ensuring the required dimensional accuracy and strength. become.
【0040】 また、仕口部材5は本体部材15、側面部材16、補強板17等の複数の板状 部材を組み合わせて製造されるものであるため、ガイドピン6,7を挿入するた めの孔23〜25、26〜28を形成する作業や、ガイドピン6,7を取り付け るためのナット31,32を固定するための作業は各部品段階において行なえる ようになり、このため、作業の容易化を達成できる。Further, since the connecting member 5 is manufactured by combining a plurality of plate-shaped members such as the main body member 15, the side surface member 16 and the reinforcing plate 17, it is necessary to insert the guide pins 6 and 7. The work of forming the holes 23 to 25 and 26 to 28 and the work of fixing the nuts 31 and 32 for mounting the guide pins 6 and 7 can be performed at each component stage. Ease can be achieved.
【0041】 さらに、仕口部材5の本体部材15は上面部15Aと下面部15Bを有する側 面コの字状となっており、仕口部材5に接合される上梁3、下梁4は上フランジ 36,39と下フランジ37,40とを有するチャンネル材であり、これらの上 下面部15A,15Bと上下フランジ36,39,37,40とが接合されるた め、上下面部15A,15Bは上梁3、下梁4から伝達されてくる横荷重を有効 に支持するダイヤフラムと同じ機能を発揮するようになり、このため、横荷重の 支持を確実に行なえる。Further, the main body member 15 of the connecting member 5 has a U-shape having an upper surface portion 15A and a lower surface portion 15B, and the upper beam 3 and the lower beam 4 joined to the connecting member 5 are This is a channel material having upper flanges 36, 39 and lower flanges 37, 40, and since the upper and lower surface portions 15A, 15B and the upper and lower flange portions 36, 39, 37, 40 are joined, the upper and lower surface portions 15A, 15B. Has the same function as the diaphragm that effectively supports the lateral load transmitted from the upper beam 3 and the lower beam 4. Therefore, the lateral load can be reliably supported.
【0042】 また、本体部材15の開口端部には側面部材16が接合されているため、仕口 部材5の上下荷重に対する強度は大きくなり、さらに、本体部材15には厚板状 の補強板17が設けられているとともに、本体部材15の内部には平面L字状の 内部部材18が組み込まれているため、仕口部材5の強度は一層大きくなり、さ らにまた、仕口部材5はリブ部材19によって補強されているため、仕口部材5 は充分に大きな強度を有するものとなっている。Further, since the side surface member 16 is joined to the opening end of the main body member 15, the strength against the vertical load of the joint member 5 becomes large, and the main body member 15 has a thick plate-shaped reinforcing plate. 17 is provided, and a planar L-shaped internal member 18 is incorporated inside the main body member 15, the strength of the joint member 5 is further increased, and the joint member 5 is Since the rib member 19 is reinforced by the rib member 19, the joint member 5 has a sufficiently large strength.
【0043】 さらに本実施例によれば、上下階建物ユニット1A,1Bを連結する連結具で あるボルト11はこれらの建物ユニットの仕口部材5A,5Bに形成された孔1 2に挿通され、ボルト11はナット14と共にこれらの仕口部材5A,5B同士 を連結しているため、上下階建物ユニット1A,1Bの連結を箱状に形成された 仕口部材5A,5Bの大きな強度を利用して行なえるようになり、上下階建物ユ ニット同士の連結強度を大きくできる。Further, according to the present embodiment, the bolt 11 which is the connecting tool for connecting the upper and lower building units 1A and 1B is inserted into the holes 12 formed in the connecting members 5A and 5B of these building units, Since the bolt 11 connects the connecting members 5A and 5B together with the nut 14, the connection between the upper and lower building units 1A and 1B is made by utilizing the great strength of the connecting members 5A and 5B formed in a box shape. It is possible to increase the connection strength between the upper and lower building units.
【0044】 また、仕口部材5A,5Bは建物ユニット1A,1Bのコーナ部に配置され、 この配置位置は建物ユニットで形成される建物内の居室スペース等の隅部である ため、ボルト11、ナット14による上下階建物ユニットの連結作業はこの隅部 に小さく作業用開口部を設けることにより行なえ、作業用開口部は小さい面積の ものでよいため、連結作業後に行なう開口部の閉塞作業を簡単に行なえる。Further, the connection members 5A and 5B are arranged at the corners of the building units 1A and 1B, and since this arrangement position is a corner of the living room space or the like formed in the building unit, the bolts 11, The work of connecting the building units on the upper and lower floors with the nut 14 can be performed by providing a small work opening at this corner, and the work opening need only have a small area, so the work of closing the opening after the work is simple. Can be done.
【0045】 さらにまた、本実施例では、ボルト11、ナット14による仕口部材5A,5 B同士の連結はこれらの仕口部材5A,5Bに設けられた補強板17による補強 箇所で行なわれているため、連結強度を一層大きくできる。Furthermore, in the present embodiment, the connection between the connecting members 5A and 5B by the bolts 11 and the nuts 14 is performed at the reinforced portions by the reinforcing plates 17 provided on these connecting members 5A and 5B. Therefore, the connection strength can be further increased.
【0046】 また、ボルト11はガイドピン6,7を介して下階建物ユニット1A同士、上 階建物ユニット1B同士を連結している連結板8に挿通されているため、ガイド ピン6,7の他にボルト11によっても連結板8は建物ユニット1A,1Bに対 して水平方向に固定されることになり、このため、下階建物ユニット1A同士、 上階建物ユニット1B同士の連結板8による水平方向連結強度を大きくできる。Since the bolts 11 are inserted through the connecting plates 8 connecting the lower-floor building units 1A and the upper-floor building units 1B via the guide pins 6, 7, the guide pins 6, 7 In addition, the connecting plate 8 is also horizontally fixed to the building units 1A and 1B also by the bolts 11. Therefore, by the connecting plate 8 between the lower floor building units 1A and the upper floor building units 1B. The horizontal connection strength can be increased.
【0047】 さらにまた、本実施例では図2で明らかなように、連結板8に挿通されるガイ ドピン6,7とボルト11は平面四角形になっているこの連結板8の一辺に対し て斜めの方向に並んでいるため、2本のガイドピン6,7、ボルト11の間隔を 大きくでき、このため、連結板8を水平方向荷重に対する大きな強度を確保した 状態で使用できるようになり、連結板8は水平方向荷重に対する充分な強度を発 揮する。Further, in this embodiment, as is apparent from FIG. 2, the guide pins 6 and 7 and the bolts 11 which are inserted into the connecting plate 8 are oblique with respect to one side of the connecting plate 8 which is a square quadrangle. Since the two guide pins 6 and 7 and the bolt 11 are arranged in the direction of, the connecting plate 8 can be used in a state in which a large strength against a horizontal load is ensured and the connecting plate 8 is connected. The plate 8 emits sufficient strength against a horizontal load.
【0048】 さらに、2本のガイドピン6,7の高さ寸法は相違しているため、下階建物ユ ニット1A上に上階建物ユニット1Bを載せるとき、これらのガイドピン6,7 の先端を上階建物ユニット1Bに形成されている2個の孔に同時に挿入しなくて もよく、時間をずらせて挿入できるため、この挿入作業を容易に行なえる。Further, since the height dimensions of the two guide pins 6 and 7 are different, when the upper floor building unit 1B is placed on the lower floor building unit 1A, the tips of these guide pins 6 and 7 are placed. Need not be inserted into the two holes formed in the upper-floor building unit 1B at the same time and can be inserted at different times, so this insertion operation can be performed easily.
【0049】 以上に加えて、本実施例では、仕口部材5Aの下面33、仕口部材5Bの上面 35には中空の柱2A,2Bの内面と接触する突起部材34が設けられているた め、突起部材34を下面33、上面35に柱2A,2Bの端部を突き当てるとき のガイドとして利用できるとともに、突起部材34は、仕口部材5A,5Bに柱 2A,2Bを溶接する際に仕口部材5A,5Bと柱2A,2Bとの間で横ずれが 発生するのを防止する横ずれ発生防止部材にもなり、また、溶接後に仕口部材5 A,5Bと柱2A,2Bとを確実に水平方向に固定するための部材にもなる。In addition to the above, in the present embodiment, the lower surface 33 of the connecting member 5A and the upper surface 35 of the connecting member 5B are provided with the protruding members 34 that are in contact with the inner surfaces of the hollow columns 2A and 2B. Therefore, the projecting member 34 can be used as a guide when the ends of the columns 2A, 2B are abutted against the lower surface 33 and the upper surface 35, and the projecting member 34 is used for welding the columns 2A, 2B to the joint members 5A, 5B. It also functions as a lateral deviation prevention member that prevents lateral deviation between the joint members 5A, 5B and the columns 2A, 2B. Also, the joint members 5A, 5B and the pillars 2A, 2B are welded after welding. It also serves as a member for securely fixing in the horizontal direction.
【0050】 以上説明した実施例では、上下階建物ユニット1A,1Bを連結する連結具は ボルト11、ナット14であったが、これを例えば係止ピンとしてもよい。In the embodiment described above, the connecting tools for connecting the upper and lower building units 1A and 1B were the bolts 11 and the nuts 14, but these may be, for example, locking pins.
【0051】[0051]
本考案によれば、上下階建物ユニットの柱と梁とは直接接合されておらず、箱 状の仕口部材を介して接合されているため、この接合箇所の強度を大きくでき、 これにより建物ユニットに作用する荷重に対して充分な強度を発揮するようにな る。 According to the present invention, the columns and beams of the upper and lower floor building units are not directly joined but are joined through a box-shaped joint member, so that the strength of this joint can be increased, and thus the building can be strengthened. It will exhibit sufficient strength against the load acting on the unit.
【図1】建物ユニットの骨組みを示す全体斜視図であ
る。FIG. 1 is an overall perspective view showing a framework of a building unit.
【図2】下階建物ユニットと上階建物ユニットの連結前
を示す分解斜視図である。FIG. 2 is an exploded perspective view showing a lower-floor building unit and an upper-floor building unit before connection.
【図3】仕口部材の全体を示す斜視図である。FIG. 3 is a perspective view showing an entire connection member.
【図4】仕口部材の最初の製造工程を示す図である。FIG. 4 is a diagram showing a first manufacturing process of a connection member.
【図5】図4の次の製造工程を示す図である。FIG. 5 is a diagram showing the next manufacturing step of FIG. 4;
【図6】図5の次の製造工程を示す図である。FIG. 6 is a diagram showing the next manufacturing step of FIG. 5;
【図7】図6の次の製造工程を示す図である。FIG. 7 is a diagram showing the next manufacturing step of FIG. 6;
【図8】図7の次の製造工程を示す図である。FIG. 8 is a diagram showing the next manufacturing step of FIG. 7;
【図9】上下階建物ユニットの連結後を示す断面図であ
るFIG. 9 is a cross-sectional view showing the building units of the upper and lower floors after being connected.
1,1A,1B 建物ユニット 2,2A,2B 柱 3,3A 上梁 4,4B 下梁 5,5A,5B 仕口部材 6,7 ガイドピン 8 連結板 11 連結具であるボルト 15 本体部材 15A 上面部 15B 下面部 16 側面部材 17 補強板 18 内部部材 19 リブ部材 34 突起部材 36,39 上フランジ 37,40 下フランジ 1,1A, 1B Building unit 2,2A, 2B Column 3,3A Upper beam 4,4B Lower beam 5,5A, 5B Connection member 6,7 Guide pin 8 Connecting plate 11 Bolt which is a connecting member 15 Body member 15A Upper surface Part 15B Lower surface part 16 Side member 17 Reinforcement plate 18 Internal member 19 Rib member 34 Projection member 36,39 Upper flange 37,40 Lower flange
Claims (13)
成された骨組みの柱頭部に2本のガイドピンが立設さ
れ、水平方向に隣接する複数の下階建物ユニットに架け
渡された連結板の孔に前記ガイドピンが挿通され、この
孔から上方へ突出した前記ガイドピンの先端が、前記複
数の下階建物ユニットのうちの少なくとも1個の建物ユ
ニットの上に載せられた上階建物ユニットの柱脚部に形
成された孔に挿入され、これらの上下階建物ユニットが
連結具で連結された建物ユニットの連結構造において、
前記下階建物ユニットの柱頭部はこの下階建物ユニット
の柱と梁とを接合する箱状の仕口部材で形成され、この
仕口部材の上面に前記2本のガイドピンが立設され、前
記上階建物ユニットの柱脚部はこの上階建物ユニットの
柱と梁とを接合する箱状の仕口部材で形成され、この仕
口部材の下面に形成された孔に前記ガイドピンの先端が
挿入されていることを特徴とする建物ユニットの連結構
造。1. Two guide pins are erected on a pillar head of a frame formed by including columns and beams of a lower-floor building unit and bridged over a plurality of lower-floor building units horizontally adjacent to each other. The guide pin is inserted into the hole of the connecting plate, and the tip of the guide pin protruding upward from the hole is placed on at least one building unit of the plurality of lower floor building units. In the connection structure of the building units, which are inserted into the holes formed in the column bases of the floor building units, and these upper and lower floor building units are connected by a connecting tool,
The pillar head of the lower-floor building unit is formed of a box-shaped joint member that joins the pillar and the beam of the lower-floor building unit, and the two guide pins are erected on the upper surface of the joint member. The pillar leg portion of the upper-floor building unit is formed of a box-shaped joint member that joins the pillar and beam of the upper-floor building unit, and the tip of the guide pin is provided in a hole formed in the lower surface of the joint member. A structure for connecting building units, in which is inserted.
造において、前記上下階建物ユニットの前記仕口部材は
複数の板状部材を組み合せて溶接することにより形成さ
れていることを特徴とする建物ユニットの連結構造。2. The building unit connection structure according to claim 1, wherein the joint member of the upper and lower building units is formed by combining and welding a plurality of plate-shaped members. Building unit connection structure.
造において、前記複数の板状部材のうちには上下面部を
有する側面コの字状の本体部材があり、前記上下階建物
ユニットの前記梁は上下フランジを有するチャンネル材
であり、これらの上下面部と上下フランジとが接合され
て前記仕口部材に前記梁が接続されていることを特徴と
する建物ユニットの連結構造。3. The building unit connection structure according to claim 2, wherein a side-U-shaped main body member having upper and lower surface portions is provided among the plurality of plate-shaped members, and The beam is a channel material having upper and lower flanges, and the upper and lower surfaces of the beam are joined to the upper and lower flanges to connect the beam to the joint member.
造において、前記本体部材の前記梁との接続側端部とは
反対側の開口端部には側面部材が接合されていることを
特徴とする建物ユニットの連結構造。4. The connection structure for a building unit according to claim 3, wherein a side member is joined to an opening end of the main body member opposite to an end on a side of connection with the beam. The connecting structure of the building units.
の連結構造において、前記本体部材の上下面部のうちの
少なくとも一方の内面には補強板が固定されていること
を特徴とする建物ユニットの連結構造。5. The building unit connection structure according to claim 3 or 4, wherein a reinforcing plate is fixed to an inner surface of at least one of the upper and lower surfaces of the main body member. Connection structure.
ニットの連結構造において、前記本体部材の内部には、
平面L字状の内部部材が角部を外向きにして配置され、
この内部部材が前記本体部材に固定されていることを特
徴とする建物ユニットの連結構造。6. The building unit connection structure according to any one of claims 3 to 5, wherein:
A planar L-shaped internal member is arranged with its corners facing outward,
A structure for connecting building units, wherein the internal member is fixed to the main body member.
造において、前記本体部材の内部にはリブ部材が縦に配
置され、このリブ部材は、前記本体部材の上下面部のう
ちの少なくともいずれか一方と、前記内部部材の外面と
に接合されていることを特徴とする建物ユニットの連結
構造。7. The connection structure for building units according to claim 6, wherein a rib member is vertically arranged inside the main body member, and the rib member is at least one of upper and lower surfaces of the main body member. A connecting structure for a building unit, characterized in that it is joined to one side and an outer surface of the inner member.
ニットの連結構造において、前記連結具は、前記上下階
建物ユニットの前記仕口部材同士を連結していることを
特徴とする建物ユニットの連結構造。8. The building unit connecting structure according to claim 1, wherein the connecting tool connects the connecting members of the upper and lower floor building units. Unit connection structure.
造において、前記連結具は、前記両方の仕口部材に設け
られている補強箇所同士を連結していることを特徴とす
る建物ユニットの連結構造。9. The building unit connecting structure according to claim 8, wherein the connecting tool connects reinforcing portions provided on both of the joint members. Connection structure.
トの連結構造において、前記連結具は前記連結板に挿通
されていることを特徴とする建物ユニットの連結構造。10. The connection structure for a building unit according to claim 8 or 9, wherein the connector is inserted through the connection plate.
結構造において、前記連結板に挿通されている前記2本
のガイドピンと前記連結具は、平面四角形のこの連結板
の一辺に対して斜め方向に並んでいることを特徴とする
建物ユニットの連結構造。11. The building unit connection structure according to claim 10, wherein the two guide pins inserted into the connection plate and the connection tool are oblique with respect to one side of the connection plate having a rectangular shape in a plane. The connection structure of building units, which is characterized by being lined up.
物ユニットの連結構造において、前記2本のガイドピン
の高さ寸法が相違していることを特徴とする建物ユニッ
トの連結構造。12. The connection structure for a building unit according to claim 1, wherein the two guide pins have different height dimensions.
物ユニットの連結構造において、前記下階建物ユニット
の前記仕口部材の下面には、この下階建物ユニットにお
ける中空の前記柱の内面と接触する突起部材が設けら
れ、前記上階建物ユニットの前記仕口部材の上面には、
この上階建物ユニットにおける中空の前記柱の内面と接
触する突起部材が設けられていることを特徴とする建物
ユニットの連結構造。13. The connection structure of building units according to claim 1, wherein an inner surface of the hollow pillar in the lower building unit is provided on a lower surface of the joint member of the lower building unit. A protrusion member that comes into contact with is provided, and on the upper surface of the connection member of the upper floor building unit,
A connecting structure of building units, wherein a projecting member that comes into contact with an inner surface of the hollow pillar in the upper floor building unit is provided.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1995000297U JP3014203U (en) | 1995-02-01 | 1995-02-01 | Building unit connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1995000297U JP3014203U (en) | 1995-02-01 | 1995-02-01 | Building unit connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP3014203U true JP3014203U (en) | 1995-08-08 |
Family
ID=43149822
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1995000297U Expired - Lifetime JP3014203U (en) | 1995-02-01 | 1995-02-01 | Building unit connection structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3014203U (en) |
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