JPH07324381A - Column-beam joining structure - Google Patents
Column-beam joining structureInfo
- Publication number
- JPH07324381A JPH07324381A JP11787094A JP11787094A JPH07324381A JP H07324381 A JPH07324381 A JP H07324381A JP 11787094 A JP11787094 A JP 11787094A JP 11787094 A JP11787094 A JP 11787094A JP H07324381 A JPH07324381 A JP H07324381A
- Authority
- JP
- Japan
- Prior art keywords
- back plate
- pillar
- mounting
- column
- bolt
- 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.)
- Withdrawn
Links
- 238000003780 insertion Methods 0.000 claims description 24
- 230000037431 insertion Effects 0.000 claims description 24
- 238000003466 welding Methods 0.000 description 9
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000010079 rubber tapping Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、垂直に立設された柱に
水平に架設された梁の端部を接合するのに用いる柱梁接
合構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column-beam joining structure used for joining ends of a beam horizontally installed to a vertically standing column.
【0002】[0002]
【従来の技術】従来、柱1に梁2の端部を接続する場
合、図8に示すように行っていた。角筒状の柱1の内面
にアングルよりなる裏板2を沿わせ、裏板2に設けたボ
ルト孔3と柱1に貫通するように穿孔したボルト挿通孔
4とを対応させ、この状態でアングルよりなる裏板2を
スポット溶接にて固着してある。9はスポット溶接した
箇所を示す。一方梁5の端面にはエンドプレート6を一
体に設けてあり、エンドプレート6には上記ボルト挿通
孔4と対応する取り付け孔7を穿孔してある。上記のよ
うに工場で加工された柱1及び梁5が現場に搬送されて
現場で次のように組み立てられる。柱1を垂直に立て、
水平に架設した梁5の端面のエンドプレート6を柱1の
外面に当接し、エンドプレート6の取り付け孔7と柱1
のボルト挿通孔4とを対応させ、取り付け孔7からボル
ト挿通孔4に取り付けボルト8を挿通し、取り付けボル
ト8をボルト孔3に螺合している。2. Description of the Related Art Conventionally, when connecting an end portion of a beam 2 to a pillar 1, it has been performed as shown in FIG. A back plate 2 made of an angle is provided along the inner surface of the prismatic column 1, and a bolt hole 3 provided in the back plate 2 and a bolt insertion hole 4 drilled to penetrate the column 1 are made to correspond to each other. The back plate 2 made of an angle is fixed by spot welding. 9 shows the spot welded part. On the other hand, an end plate 6 is integrally provided on the end surface of the beam 5, and the end plate 6 is provided with a mounting hole 7 corresponding to the bolt insertion hole 4. The pillar 1 and the beam 5 processed in the factory as described above are transported to the site and assembled in the field as follows. Stand the pillar 1 vertically,
The end plate 6 on the end surface of the beam 5 installed horizontally is brought into contact with the outer surface of the pillar 1, and the mounting hole 7 of the end plate 6 and the pillar 1 are attached.
The mounting bolt 8 is inserted into the bolt insertion hole 4 from the mounting hole 7, and the mounting bolt 8 is screwed into the bolt hole 3.
【0003】[0003]
【発明が解決しようとする課題】ところで、上記従来例
にあっては、柱1に裏板2を仮止めするのにスポット溶
接を用いるために板厚を厚くすると固定できなくて固定
できないという問題があり、またスポット溶接できても
強度不足が生じるという問題がある。本発明は上記問題
点に鑑みてなされたものであって、本発明の目的とする
ところは柱に裏板を簡単且つ確実に仮止めした状態で現
場に輸送できて現場での柱への梁の接合が容易にできる
柱梁接合構造を提供するにある。By the way, in the above-mentioned conventional example, since spot welding is used to temporarily fix the back plate 2 to the column 1, if the plate thickness is made thick, it cannot be fixed and cannot be fixed. However, there is a problem that strength is insufficient even if spot welding is possible. The present invention has been made in view of the above problems, and an object of the present invention is to easily and surely temporarily secure a back plate to a pillar and transport it to the site, and a beam to the pillar at the site. An object of the present invention is to provide a beam-column joint structure that can be easily joined.
【0004】[0004]
【課題を解決するための手段】上記目的を達成するため
本発明柱梁接合構造は、柱1の空間部の内面に裏板2が
沿わせられ、裏板2に設けられたボルト孔3と柱1に貫
通するように設けられたボルト挿通孔4とが対応させら
れ、柱1と直交するように配置された梁5の端面のエン
ドプレート6が柱1の外面に当接されると共にエンドプ
レート6に設けられた取り付け孔7と柱1のボルト挿通
孔4とが対応させられ、エンドプレート6の取り付け孔
7から柱1のボルト挿通孔4に取り付けボルト8が挿通
されると共に取り付けボルト8が裏板2のボルト孔3に
螺合され、エンドプレート6が当接されない位置で柱1
及び裏板2に仮止め孔10,11が穿孔され、柱1及び
裏板2の仮止め孔10,11に仮止めボルトのような仮
止め用固着具12が挿着されて柱1に裏板2が仮止めさ
れたことを特徴とする。In order to achieve the above-mentioned object, in the column-beam joint structure of the present invention, a back plate 2 is provided along the inner surface of the space of the column 1, and a bolt hole 3 provided in the back plate 2 is formed. The bolt insertion holes 4 provided so as to penetrate the pillar 1 are made to correspond to each other, and the end plate 6 on the end surface of the beam 5 arranged so as to be orthogonal to the pillar 1 is brought into contact with the outer surface of the pillar 1 and is The mounting hole 7 provided in the plate 6 and the bolt insertion hole 4 of the pillar 1 are made to correspond to each other, and the mounting bolt 8 is inserted from the mounting hole 7 of the end plate 6 into the bolt insertion hole 4 of the pillar 1 and the mounting bolt 8 Are screwed into the bolt holes 3 of the back plate 2 and the end plate 6 is not in contact with the pillar 1
Also, the temporary fixing holes 10 and 11 are drilled in the back plate 2, and the temporary fixing holes 12 such as the temporary fixing bolts 12 such as temporary fixing bolts are inserted into the temporary fixing holes 10 and 11 of the column 1 and the back plate 2, respectively. It is characterized in that the plate 2 is temporarily fixed.
【0005】また裏板2が上部取り付け用裏板2aと下
部取り付け用裏板2bとに分割されると共に柱1の空間
部の内面の上下に上部取り付け用裏板2aと下部取り付
け用裏板2bとが沿わせられ、上部取り付け用裏板2a
及び下部取り付け用裏板2bに設けられたボルト孔3と
柱1に貫通するように設けられたボルト挿通孔4とが対
応させられ、柱1と直交するように配置された梁5の端
面のエンドプレート6が柱1の外面に当接されると共に
エンドプレート6に設けられた取り付け孔7と柱1のボ
ルト挿通孔4とが対応させられ、エンドプレート6の取
り付け孔7から柱1のボルト挿通孔4に取り付けボルト
8が挿通されると共に取り付けボルト8が上部取り付け
用裏板2aと下部取り付け用裏板2bのボルト孔3に螺
合され、エンドプレート6が当接されない位置で柱1及
び上部取り付け用裏板2aと下部取り付け用裏板2bに
仮止め孔10,11が穿孔され、柱1と上部取り付け用
裏板2aや下部取り付け用裏板2bの仮止め孔10,1
1に仮止めボルトのような仮止め用固着具12が挿着さ
れて柱1に上部取り付け用裏板2aや下部取り付け用裏
板2bが仮止めされたことを特徴とすることも好まし
い。The back plate 2 is divided into an upper mounting back plate 2a and a lower mounting back plate 2b, and the upper mounting back plate 2a and the lower mounting back plate 2b are arranged above and below the inner surface of the space of the column 1. And the back plate 2a for mounting the upper part
And the bolt hole 3 provided in the lower mounting back plate 2b and the bolt insertion hole 4 provided so as to penetrate the pillar 1 are made to correspond to each other, and the end surface of the beam 5 arranged so as to be orthogonal to the pillar 1 is The end plate 6 is brought into contact with the outer surface of the pillar 1, and the mounting hole 7 provided in the end plate 6 and the bolt insertion hole 4 of the pillar 1 are made to correspond to each other, so that the mounting hole 7 of the end plate 6 is connected to the bolt of the pillar 1. The mounting bolts 8 are inserted into the insertion holes 4 and the mounting bolts 8 are screwed into the bolt holes 3 of the upper mounting back plate 2a and the lower mounting back plate 2b, so that the end plate 6 does not come into contact with the pillar 1 and Temporary fastening holes 10 and 11 are formed in the upper mounting back plate 2a and the lower mounting back plate 2b, and the temporary fastening holes 10 and 1 in the pillar 1 and the upper mounting back plate 2a and the lower mounting back plate 2b are formed.
It is also preferable that a temporary fixing fixture 12 such as a temporary fixing bolt is inserted into 1 and the upper mounting back plate 2a and the lower mounting back plate 2b are temporarily fixed to the pillar 1.
【0006】[0006]
【作用】工場で柱1に裏板2を仮止めしてから現場に柱
1と梁5を輸送し、現場で柱1に梁5を取り付けボルト
8にて取り付けることにより柱1に梁5を接合できる。
柱1に裏板2を仮止めするとき仮止め孔10,11に仮
止めボルトのような仮止め用固着具12を挿着すること
により仮止めするために、従来のスポット溶接するもの
に比べて簡単且つ確実に裏板2を仮止めできて輸送途中
等に裏板2が脱落したりすることなく、現場での柱1と
梁5の接合が容易にできる。[Operation] After temporarily fixing the back plate 2 to the pillar 1 at the factory, the pillar 1 and the beam 5 are transported to the site, and the beam 5 is attached to the pillar 1 by the bolts 8 at the site to attach the beam 5 to the pillar 1. Can be joined.
In order to temporarily fix the back plate 2 to the pillar 1 by inserting a temporary fixing fixture 12 such as a temporary fixing bolt into the temporary fixing holes 10 and 11, compared with the conventional spot welding. Thus, the back plate 2 can be temporarily and easily and surely fixed, and the back plate 2 does not fall off during transportation or the like, and the pillar 1 and the beam 5 can be easily joined on site.
【0007】また裏板2を上部取り付け用裏板2aと下
部取り付け用裏板2bとに分割したものの場合、上部取
り付け用裏板2aと下部取り付け用裏板2bを取り付け
る位置を変えることにより、梁5の高さが変わってもそ
れに対応でき、異なる高さの梁5を柱1に接合する場合
も共通の上部取り付け用裏板2aや下部取り付け用裏板
2bを共用して使用できる。In the case where the back plate 2 is divided into an upper mounting back plate 2a and a lower mounting back plate 2b, the beam is changed by changing the mounting positions of the upper mounting back plate 2a and the lower mounting back plate 2b. Even if the height of 5 is changed, it is possible to cope with it, and when joining beams 5 of different heights to the pillar 1, the common upper mounting back plate 2a and common lower mounting back plate 2b can be used in common.
【0008】[0008]
【実施例】柱1は本実施例の場合、図2(a)に示すよ
うに内部が上下全長に亙って空間部となった角筒状に形
成されている。かかる柱1は上下に亙るように空間部が
あるものなら何でもよく、図2(b)のように断面H型
のものであってもよい。裏板2は本実施例の場合、上部
取り付け用裏板2aと下部取り付け用裏板2bとに分割
してある。上部取り付け用裏板2a及び下部取り付け用
裏板2bは本実施例の場合、四周の位置するように4枚
1組として配置され、矩形状の水平補強板13に突き合
わせ溶接のような溶接にて固着してある。上部取り付け
用裏板2a及び下部取り付け用裏板2bには図3に示す
ように複数個のボルト孔3を設けてあり、上部取り付け
用裏板2aの上部には仮止め孔10を下部取り付け用裏
板2bの下部には仮止め用孔10を設けてある。ボルト
孔3は図4(a)のように貫通孔にタップを切ったねじ
孔3aであっても、図4(b)のように貫通孔3bに連
続するようにナット3cを溶接等で固着したものでもよ
い。仮止め孔10もタップを切ったり、ナットを固着し
たりしてねじ止めできるようになっている。水平補強板
13にて連結した上部取り付け用裏板2a及び下部取り
付け用裏板2bは柱1内に挿入されて柱13の内面に沿
わせられ、柱1に貫通するように穿孔したボルト挿通孔
4とボルト孔3が対応させられ、柱1に貫通するように
穿孔した仮止め孔11と上部取り付け用裏板2aや下部
取り付け用裏板2bの仮止め孔10とが対応させられ
る。仮止め用孔11から仮止め用固着具12として仮止
めボルト12aが挿入され、仮止めボルト12aを仮止
め孔10に螺合して上部取り付け用裏板2aや下部取り
付け用裏板2bが仮止めされる。このとき、裏板2とし
ての上部取り付け用裏板2aや下部取り付け用裏板2b
が仮止めボルト12aのような仮止め用固着具12に仮
止めしてあるので、従来のスポット溶接するものに比べ
て強固に止めることができて輸送時等に脱落してしたり
することがない。また上部取り付け用裏板2a及び下部
取り付け用裏板2bは水平補強板13に固着して柱1の
内面に沿わせてあるため一層確実に仮止めできる。一
方、梁5は図5に示すように例えば断面H型の型材にて
形成され、梁5の端面に矩形状のエンドプレート6を一
体に固着してあり、このエンドプレート6には柱1のボ
ルト挿通孔4に対応するように取り付け孔7を穿孔して
ある。EXAMPLE In the case of this example, the pillar 1 is formed in the shape of a rectangular tube whose interior is a space over the entire vertical length as shown in FIG. 2 (a). The pillar 1 may be of any type as long as it has a space part extending up and down, and may have an H-shaped cross section as shown in FIG. 2B. In this embodiment, the back plate 2 is divided into an upper mounting back plate 2a and a lower mounting back plate 2b. In the case of the present embodiment, the upper mounting back plate 2a and the lower mounting back plate 2b are arranged as a set of four so as to be positioned on four circumferences, and are welded to the rectangular horizontal reinforcing plate 13 by welding such as butt welding. It's stuck. As shown in FIG. 3, a plurality of bolt holes 3 are provided on the upper mounting back plate 2a and the lower mounting back plate 2b, and a temporary fixing hole 10 is provided on the upper part of the upper mounting back plate 2a for lower mounting. A temporary fixing hole 10 is provided in the lower portion of the back plate 2b. Even if the bolt hole 3 is a screw hole 3a obtained by tapping the through hole as shown in FIG. 4A, the nut 3c is fixed by welding or the like so as to be continuous with the through hole 3b as shown in FIG. 4B. You can also use it. The temporary fixing hole 10 can also be screwed by tapping or fixing a nut. The upper mounting back plate 2a and the lower mounting back plate 2b, which are connected by the horizontal reinforcing plate 13, are inserted into the pillar 1 to be along the inner surface of the pillar 13, and bolt insertion holes formed so as to penetrate the pillar 1. 4 and the bolt hole 3 are made to correspond to each other, and the temporary fixing hole 11 drilled so as to penetrate the pillar 1 is made to correspond to the temporary fixing hole 10 of the upper mounting back plate 2a or the lower mounting back plate 2b. The temporary fixing bolt 12a is inserted from the temporary fixing hole 11 as the temporary fixing fixture 12, and the temporary fixing bolt 12a is screwed into the temporary fixing hole 10 to temporarily fix the upper mounting back plate 2a and the lower mounting back plate 2b. Will be stopped. At this time, the upper mounting back plate 2a or the lower mounting back plate 2b as the back plate 2
Since it is temporarily fixed to the temporary fixing fixture 12 such as the temporary fixing bolt 12a, it can be fixed more firmly than the conventional spot welding and can be dropped during transportation or the like. Absent. Further, since the upper mounting back plate 2a and the lower mounting back plate 2b are fixed to the horizontal reinforcing plate 13 and along the inner surface of the column 1, the temporary mounting can be performed more reliably. On the other hand, as shown in FIG. 5, the beam 5 is formed of a mold material having an H-shaped cross section, for example, and a rectangular end plate 6 is integrally fixed to the end surface of the beam 5, and the end plate 6 has the pillar 1 An attachment hole 7 is formed so as to correspond to the bolt insertion hole 4.
【0009】上記のように裏板2としての上部取り付け
用裏板2aや下部取り付け用裏板2bが予め工場で仮止
めされた柱1や上記のようにエンドプレート6が固着さ
れた梁5は現場に輸送され、次のように組み立てられ
る。現場1では柱1が垂直に立設され、水平に架設した
梁5のエンドプレート6が柱1の外面に当接され、エン
ドプレート6の取り付け孔7と柱1のボルト挿通孔4と
が対応させられる。この状態で各取り付け孔7からボル
ト挿通孔4に取り付けボルト8が挿通され、取り付けボ
ルト8がボルト孔3に螺合され、図1に示すように柱1
に梁5が接合される。The pillar 1 on which the upper mounting back plate 2a and the lower mounting back plate 2b as the back plate 2 are temporarily fixed in advance in the factory as described above, and the beam 5 to which the end plate 6 is fixed as described above are It is transported to the site and assembled as follows. In the field 1, the pillar 1 is erected vertically, the end plate 6 of the beam 5 laid horizontally is brought into contact with the outer surface of the pillar 1, and the mounting hole 7 of the end plate 6 and the bolt insertion hole 4 of the pillar 1 correspond to each other. To be made. In this state, the mounting bolts 8 are inserted from the respective mounting holes 7 into the bolt insertion holes 4, the mounting bolts 8 are screwed into the bolt holes 3, and the pillars 1 as shown in FIG.
The beam 5 is joined to.
【0010】また柱1に梁5を接合するとき、梁5の高
さHが変わる場合があるが、裏板2を上部取り付け用裏
板2aと下部取り付け用裏板2bとに分割してあると、
この部材を共用して対応できる。つまり、上部取り付け
用裏板2aや下部取り付け用裏板2bを取り付ける間隔
を変えることにより、梁5の高さHが変わっても対応で
きる。このとき柱1に穿孔するボルト挿通孔4や仮止め
孔11の位置を変える必要がある。When the beam 5 is joined to the pillar 1, the height H of the beam 5 may change, but the back plate 2 is divided into an upper mounting back plate 2a and a lower mounting back plate 2b. When,
This member can be shared and dealt with. That is, even if the height H of the beam 5 is changed, it is possible to cope with the change by changing the intervals at which the upper mounting back plate 2a and the lower mounting back plate 2b are mounted. At this time, it is necessary to change the positions of the bolt insertion holes 4 and the temporary fixing holes 11 drilled in the pillar 1.
【0011】また図6、図7は他の実施例を示すもので
ある。本実施例の場合、裏板2は上記実施例のように上
部取り付け用裏板2aと下部取り付け用裏板2bとに分
割していない。この裏板2も四周に配置し、水平補強板
13に固着してあり、裏板2にはボルト孔3や仮止め孔
10を設けてある。本実施例の場合、裏板2の上部及び
下部に仮止め孔10を穿孔してあるが、上部または下部
のいずれか一方であってもよい。この水平補強板13に
て連結した裏板2は柱1内に挿入して柱1の内面に沿わ
せられ、ボルト挿通孔4とボルト孔3とを対応させると
共に仮止め孔11と仮止め孔10を対応させ、仮止め孔
11と仮止め孔10とに仮止め用固着具12として仮止
めボルト12aを挿着して裏板2が仮止めされている。
柱1に梁5を連結する場合、上記実施例と同様に接合さ
れる。FIGS. 6 and 7 show another embodiment. In the case of this embodiment, the back plate 2 is not divided into the upper mounting back plate 2a and the lower mounting back plate 2b as in the above embodiment. The back plate 2 is also arranged on four sides and fixed to the horizontal reinforcing plate 13, and the back plate 2 is provided with bolt holes 3 and temporary fixing holes 10. In this embodiment, the temporary fixing holes 10 are formed in the upper and lower parts of the back plate 2, but either the upper part or the lower part may be formed. The back plate 2 connected by the horizontal reinforcing plate 13 is inserted into the pillar 1 so as to be along the inner surface of the pillar 1, the bolt insertion hole 4 and the bolt hole 3 are made to correspond to each other, and the temporary fixing hole 11 and the temporary fixing hole are provided. 10, the temporary fixing bolts 12a as temporary fixing fixtures 12 are inserted into the temporary fixing holes 11 and the temporary fixing holes 10, and the back plate 2 is temporarily fixed.
When connecting the beam 5 to the pillar 1, they are joined in the same manner as in the above embodiment.
【0012】[0012]
【発明の効果】本発明は叙述のように柱の空間部の内面
に裏板を沿わすと共に裏板に設けたボルト孔と柱に貫通
するように設けたボルト挿通孔とを対応させ、柱と直交
するように配置した梁の端面のエンドプレートを柱の外
面に当接させると共にエンドプレートに設けた取り付け
孔と柱のボルト挿通孔とを対応させ、エンドプレートの
取り付け孔から柱のボルト挿通孔に取り付けボルトを挿
通すると共に取り付けボルトを裏板のボルト孔に螺合し
ているので、柱に裏板を仮止めしておけば現場で取り付
けボルトをエンドプレートの取り付け孔からボルト挿通
孔を介してボルト孔に螺合するだけで柱に梁を連結する
ことができるものであるのは勿論、エンドプレートを当
接しない位置で柱及び裏板に仮止め孔を穿孔し、柱及び
裏板の仮止め孔に仮止めボルトのような仮止め用固着具
を挿着して柱に裏板を仮止めしているので、従来の裏板
をスポット溶接にて固着するものに比べて裏板を簡単且
つ確実に仮止めでき、輸送途中に裏板が脱落したりする
ことなく、現場での組み立てが容易になるものである。As described above, according to the present invention, the back plate is provided along the inner surface of the space portion of the column, and the bolt holes formed in the column correspond to the bolt holes formed in the column. The end plate of the end face of the beam arranged so as to be orthogonal to the abutment is brought into contact with the outer surface of the column, and the mounting hole provided in the end plate and the bolt insertion hole of the column are made to correspond to each other, and the bolt insertion of the column is inserted from the mounting hole of the end plate. Since the mounting bolts are inserted through the holes and the mounting bolts are screwed into the bolt holes on the back plate, if the back plate is temporarily fixed to the pillar, the mounting bolts can be removed from the end plate mounting holes on the spot. The beam can be connected to the column only by screwing it into the bolt hole through the column, and of course, the column and the back plate are provided with temporary fixing holes at positions where the end plate does not come into contact with the column and the back plate. To the temporary stop hole Since the back plate is temporarily fixed to the pillar by inserting a temporary fixing fixture such as a fixing bolt, the back plate can be easily and surely fixed compared to the conventional method of fixing the back plate by spot welding. It can be stopped and the on-site assembly is easy without the back plate falling off during transportation.
【0013】また本発明の請求項2記載の発明にあって
は、裏板を上部取り付け用裏板と下部取り付け用裏板と
に分割すると共に柱の空間部の内面の上下に上部取り付
け用裏板と下部取り付け用裏板とを沿わせ、エンドプレ
ートを当接しない位置で柱及び上部取り付け用裏板と下
部取り付け用裏板に仮止め孔を穿孔し、柱と上部取り付
け用裏板や下部取り付け用裏板の仮止め孔に仮止めボル
トのような仮止め用固着具を挿着して柱に上部取り付け
用裏板や下部取り付け用裏板を仮止めしたので、柱に接
合する梁の高さが変わっても柱に仮止めする上部取り付
け用裏板や下部取り付け用裏板の間隔を変えることによ
り対応でき、上部取り付け用裏板や下部取り付け用裏板
を共用して梁の高さの変更に対応できるものである。According to a second aspect of the present invention, the back plate is divided into an upper mounting back plate and a lower mounting back plate, and the upper mounting back is arranged above and below the inner surface of the space portion of the pillar. The plate and the back mounting plate for the lower part are arranged, and temporary fixing holes are drilled in the pillar and the back plate for mounting the lower part and the back plate for mounting the lower part at positions where the end plates do not come in contact with each other. Since a temporary fixing fixture such as a temporary fixing bolt was inserted into the temporary fixing hole of the mounting back plate and the upper mounting back plate and the lower mounting back plate were temporarily fixed to the pillar, Even if the height changes, it can be handled by changing the distance between the upper mounting back plate and the lower mounting back plate that are temporarily fixed to the pillar. The beam height can be shared by using the upper mounting back plate and the lower mounting back plate. Can be changed.
【図1】本発明の一実施例の一部切欠断面図である。FIG. 1 is a partially cutaway sectional view of an embodiment of the present invention.
【図2】(a)は同上の柱の斜視図、(b)は柱の他例
の斜視図である。FIG. 2 (a) is a perspective view of the same pillar, and FIG. 2 (b) is a perspective view of another example of the pillar.
【図3】同上の裏板を示す斜視図である。FIG. 3 is a perspective view showing a back plate of the same.
【図4】(a)(b)はボルト孔を説明する断面図であ
る。4A and 4B are cross-sectional views illustrating a bolt hole.
【図5】同上の梁の斜視図である。FIG. 5 is a perspective view of the above beam.
【図6】同上の他の実施例の断面図である。FIG. 6 is a sectional view of another embodiment of the above.
【図7】図6の裏板の斜視図である。FIG. 7 is a perspective view of the back plate of FIG.
【図8】従来例の断面図である。FIG. 8 is a sectional view of a conventional example.
1 柱 2 裏板 2a 上部取り付け用裏板 2b 下部取り付け用裏板 3 ボルト孔 4 ボルト挿通孔 5 梁 6 エンドプレート 7 取り付け孔 8 取り付けボルト 10 仮止め孔 11 仮止め孔 12 仮止め用固着具 1 Pillar 2 Back plate 2a Upper mounting back plate 2b Lower mounting back plate 3 Bolt hole 4 Bolt insertion hole 5 Beam 6 End plate 7 Mounting hole 8 Mounting bolt 10 Temporary fixing hole 11 Temporary fixing hole 12 Temporary fixing fixture
Claims (2)
裏板に設けられたボルト孔と柱に貫通するように設けら
れたボルト挿通孔とが対応させられ、柱と直交するよう
に配置された梁の端面のエンドプレートが柱の外面に当
接されると共にエンドプレートに設けられた取り付け孔
と柱のボルト挿通孔とが対応させられ、エンドプレート
の取り付け孔から柱のボルト挿通孔に取り付けボルトが
挿通されると共に取り付けボルトが裏板のボルト孔に螺
合され、エンドプレートが当接されない位置で柱及び裏
板に仮止め孔が穿孔され、柱及び裏板の仮止め孔に仮止
めボルトのような仮止め用固着具が挿着されて柱に裏板
が仮止めされたことを特徴とする柱梁接合構造。1. A back plate is provided along the inner surface of the space portion of the pillar,
The bolt holes provided in the back plate and the bolt insertion holes provided so as to penetrate the pillar are made to correspond to each other, and the end plate of the end face of the beam arranged so as to be orthogonal to the pillar is brought into contact with the outer surface of the pillar. At the same time, the mounting holes provided in the end plate are made to correspond to the bolt insertion holes of the pillar, and the mounting bolts are inserted from the mounting holes of the end plate into the bolt insertion holes of the pillar, and the mounting bolts become the bolt holes of the back plate. The column and the back plate are provided with temporary fixing holes at positions where they are screwed and the end plates do not come into contact with each other, and a temporary fixing fixture such as a temporary fixing bolt is inserted into the temporary fixing holes of the column and the back plate. A column-beam joint structure characterized in that the back plate is temporarily fixed to the.
け用裏板とに分割されると共に柱の空間部の内面の上下
に上部取り付け用裏板と下部取り付け用裏板とが沿わせ
られ、上部取り付け用裏板及び下部取り付け用裏板に設
けられたボルト孔と柱に貫通するように設けられたボル
ト挿通孔とが対応させられ、柱と直交するように配置さ
れた梁の端面のエンドプレートが柱の外面に当接される
と共にエンドプレートに設けられた取り付け孔と柱のボ
ルト挿通孔とが対応させられ、エンドプレートの取り付
け孔から柱のボルト挿通孔に取り付けボルトが挿通され
ると共に取り付けボルトが上部取り付け用裏板と下部取
り付け用裏板のボルト孔に螺合され、エンドプレートが
当接されない位置で柱及び上部取り付け用裏板と下部取
り付け用裏板に仮止め孔が穿孔され、柱と上部取り付け
用裏板や下部取り付け用裏板の仮止め孔に仮止めボルト
のような仮止め用固着具が挿着されて柱に上部取り付け
用裏板や下部取り付け用裏板が仮止めされたことを特徴
とする柱梁接合構造。2. The back plate is divided into an upper mounting back plate and a lower mounting back plate, and the upper mounting back plate and the lower mounting back plate are provided above and below the inner surface of the space portion of the pillar. , The bolt holes provided in the upper mounting back plate and the lower mounting back plate and the bolt insertion holes provided so as to penetrate the pillar are made to correspond to each other, and the end surface of the beam arranged orthogonal to the pillar is The end plate is brought into contact with the outer surface of the column, and the mounting hole provided in the end plate and the bolt insertion hole of the column are made to correspond to each other, and the mounting bolt is inserted from the mounting hole of the end plate into the bolt insertion hole of the column. At the same time, the mounting bolts are screwed into the bolt holes of the upper mounting back plate and the lower mounting back plate, and temporarily fixed to the pillars and the upper mounting back plate and the lower mounting back plate at positions where the end plates do not contact. Holes are drilled, and temporary fixing fasteners such as temporary fixing bolts are inserted into the temporary fixing holes of the column and the upper mounting back plate and the lower mounting back plate, and the upper mounting back plate and lower mounting to the column. A column-beam joint structure characterized in that the back plate for the vehicle is temporarily fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11787094A JPH07324381A (en) | 1994-05-31 | 1994-05-31 | Column-beam joining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11787094A JPH07324381A (en) | 1994-05-31 | 1994-05-31 | Column-beam joining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH07324381A true JPH07324381A (en) | 1995-12-12 |
Family
ID=14722327
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11787094A Withdrawn JPH07324381A (en) | 1994-05-31 | 1994-05-31 | Column-beam joining structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07324381A (en) |
-
1994
- 1994-05-31 JP JP11787094A patent/JPH07324381A/en not_active Withdrawn
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4577449A (en) | Prefabricated structural connector for steel-frame buildings | |
| US6532713B2 (en) | Joint structure for joining composite beam and column | |
| JP3655584B2 (en) | Column structure of building unit | |
| JPH10338967A (en) | Column-beam joint structure of steel frame structure | |
| JPH07324381A (en) | Column-beam joining structure | |
| JP3423745B2 (en) | Upper and lower joint structure between unit boxes | |
| JP2002322735A (en) | Heavy iron column and beam fixing method for low- storied house | |
| JPH0694689B2 (en) | House pillar structure | |
| JPH0651989B2 (en) | Beam-column joint structure | |
| JPH069131Y2 (en) | Connection structure of columns and beams | |
| JP3134125B2 (en) | Column / beam joining equipment | |
| JPH0728247Y2 (en) | Joint structure of columns and beams | |
| JPH06306943A (en) | Nonwelded pin connection column base structure of square steel pipe column | |
| JP2624713B2 (en) | Joint structure between column and beam | |
| JPH0629283Y2 (en) | Connection structure of columns and beams | |
| JPH0750521Y2 (en) | Positioning tool for building unit | |
| JP3301641B2 (en) | Column base structure of square steel tubular column | |
| JP4005736B2 (en) | Column connection structure and unit building | |
| JPH1193271A (en) | Column-beam joint structure and building unit | |
| JPH0376948A (en) | Joining device of steel framed column consisting of enclosed sectional member and steel framed beam | |
| JPH0532561Y2 (en) | ||
| JPH0630967Y2 (en) | Connection structure of columns and beams | |
| JPH09250172A (en) | Joint structure of columns and beams | |
| JPH0333846Y2 (en) | ||
| JPH031565Y2 (en) |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20010731 |