JPS6127387Y2 - - Google Patents

Info

Publication number
JPS6127387Y2
JPS6127387Y2 JP1981058226U JP5822681U JPS6127387Y2 JP S6127387 Y2 JPS6127387 Y2 JP S6127387Y2 JP 1981058226 U JP1981058226 U JP 1981058226U JP 5822681 U JP5822681 U JP 5822681U JP S6127387 Y2 JPS6127387 Y2 JP S6127387Y2
Authority
JP
Japan
Prior art keywords
beam assembly
reinforcing bars
pair
small beam
plate
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.)
Expired
Application number
JP1981058226U
Other languages
Japanese (ja)
Other versions
JPS57168618U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP1981058226U priority Critical patent/JPS6127387Y2/ja
Publication of JPS57168618U publication Critical patent/JPS57168618U/ja
Application granted granted Critical
Publication of JPS6127387Y2 publication Critical patent/JPS6127387Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、RC造系建造物の組立鉄筋工法にお
いて、小梁組立鉄筋を大梁組立鉄筋間に架設す
る。
[Detailed description of the invention] [Industrial field of application] The present invention is a reinforcing bar assembly method for RC structures, in which small beam assembly reinforcing bars are erected between large beam assembly reinforcing bars.

〔従来の技術〕[Conventional technology]

従来、組立鉄筋工法において、大梁組立鉄筋に
対する小梁組立鉄筋の架設は、第1図、第2図に
示すように、予め大梁組立鉄筋Cの所定位置に、
下端近傍部の一部が切除された一対のアングル1
2を上下の大梁主筋9にわたつて溶接しておく一
方、小梁組立鉄筋Bの端部両側には前記アングル
12に対向すべきフラツトバー13を上下の小梁
主筋7にわたつて溶接しておき、小梁組立鉄筋B
を揚重機で吊り込み、前記フラツトバー13及び
アングル12をボルト・ナツトにて連結するとい
つた方法によつて行われていた。尚、図中11は
前記ボルト・ナツトによる連結後に、大梁組立鉄
筋を横切る位置までスライドさせたトツプ筋であ
る。
Conventionally, in the prefabricated reinforcing bar construction method, the construction of the small beam assembling reinforcing bars for the girder assembling reinforcing bars was performed by placing the girder assembling reinforcing bars C at predetermined positions in advance, as shown in Figures 1 and 2.
A pair of angles 1 with a portion near the lower end removed
2 are welded across the upper and lower major beam main reinforcements 9, while flat bars 13 to face the angles 12 are welded on both sides of the ends of the small beam assembly reinforcing bars B across the upper and lower minor beam main reinforcements 7. , Small beam assembly reinforcement B
This was done by hoisting the bar with a lifting machine and connecting the flat bar 13 and angle 12 with bolts and nuts. In the figure, reference numeral 11 denotes a top reinforcement that has been slid to a position across the girder assembly reinforcing bars after being connected using the bolts and nuts.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

上記の方法では、ボルト・ナツトによる連結が
完了するまで、小梁組立鉄筋を揚重機で水平姿勢
に吊下げ支持しておくことが必要であり、かつ、
高い施工精度が要求されるので、建方時の作業性
が悪く、またフラツトバーやアングルの溶接に非
常に高い精度を要求されるため、組立鉄筋の工場
加工もそれだけ面倒であり、生産能率が低いとい
つた欠点があつた。
In the above method, it is necessary to suspend and support the small beam assembly reinforcing bars in a horizontal position using a lifting machine until the connection with bolts and nuts is completed.
Because high construction accuracy is required, workability during erection is poor.Furthermore, extremely high precision is required for welding flat bars and angles, making factory processing of assembled reinforcing bars that much more troublesome, resulting in low production efficiency. There were some drawbacks.

これらの従来欠点に鑑み、本考案は、小梁組立
鉄筋の重量を利用して小梁組立鉄筋を大梁組立鉄
筋に容易かつ迅速に架設することができ、もつて
従来欠点を一掃し得る小梁組立鉄筋架設用治具を
提供せんとするものである。
In view of these conventional drawbacks, the present invention has been developed to create a small beam assembly that can easily and quickly erect the small beam assembly reinforcing bars to the main beam assembly reinforcing bars by utilizing the weight of the small beam assembly reinforcing bars, thereby eliminating the conventional drawbacks. The purpose is to provide a jig for assembling reinforcing bars.

〔問題点を解決するための手段〕 本考案の特徴は、円周方向の一部が軸芯方向全
長にわたつて開口した筒状部と、その開口両縁か
ら当該筒状部の外方へ延設され且つ締付ボルト挿
通用の孔が穿設された一対の平板部とからなり、
前記筒状部を小梁組立鉄筋の主筋端部に主筋長手
方向からのみ套嵌可能に構成した第一金物の前記
筒状部と、底板部と、その両端から同方向に折曲
された一対の折曲板部と、各折曲板部の先端から
夫々外側へ湾曲した一対の弧状板部と、各弧状板
部の先端から延設され且つ締付ボルト挿通用の孔
が穿設された一対の平板部と、各平板部の先端か
ら外拡がりに延設された一対の案内用板部とから
なり、大梁組立鉄筋の主筋を前記弧状板部間に、
前記案内用板部側から前記折曲板部の弾性復元力
に抗して嵌合可能に構成した第二金物の前記底板
部とを、前記筒状部と前記弧状板部間に形成され
た空間部とが立体交差した状態に固着して、小梁
組立鉄筋架設用治具を構成したことにある。
[Means for solving the problem] The present invention is characterized by a cylindrical part in which a part of the circumferential direction is open over the entire length in the axial direction, and a cylindrical part that extends from both edges of the opening to the outside of the cylindrical part. Consisting of a pair of flat plate parts that extend and are drilled with holes for the insertion of tightening bolts,
The cylindrical part of the first hardware is configured such that the cylindrical part can be fitted onto the main bar end of the small beam assembly reinforcing bar only from the longitudinal direction of the main bar, the bottom plate part, and a pair bent in the same direction from both ends thereof. a pair of arcuate plate portions each curved outward from the tip of each bent plate portion, and a hole extending from the tip of each arcuate plate portion for insertion of a tightening bolt. It consists of a pair of flat plate parts and a pair of guide plate parts extending outward from the tip of each flat plate part, and the main reinforcement of the girder assembly reinforcing bars is inserted between the arcuate plate parts.
The bottom plate part of the second hardware is configured to be able to be fitted from the guide plate side against the elastic restoring force of the bending plate part, and the bottom plate part is formed between the cylindrical part and the arcuate plate part. The purpose is to configure the small beam assembly reinforcing bar erection jig by fixing the space part in a three-dimensionally intersecting state.

〔作用〕[Effect]

上記の構成よりなる治具は、筒状部を小梁組立
鉄筋の主筋端部に主筋長手方向から套嵌し、筒状
部の開口両縁に延設された平板の孔に挿通した締
付ボルトで平板部間を締め付けることにより、小
梁組立鉄筋の主筋端部に取り付けることができ
る。
The jig with the above configuration is designed to fit the cylindrical part onto the main bar end of the small beam assembly reinforcing bar from the longitudinal direction of the main bar, and to tighten the cylindrical part by inserting it into the hole in the flat plate extending on both edges of the opening of the cylindrical part. By tightening the flat plate parts with bolts, it can be attached to the main bar end of the small beam assembly reinforcing bar.

しかる後、小梁組立鉄筋を揚重機で大梁組立鉄
筋間に吊り込み、小梁組立鉄筋の主筋端部に取り
付けられた治具の第二金物を大梁組立鉄筋の主筋
に嵌合させる。この場合、治具の第二金物が上述
の構成であるから、両案内用板部を大梁組立鉄筋
の主筋上に位置させた状態で、治具に小梁組立鉄
筋の重量をかけると、案内用板部間が大梁組立鉄
筋の主筋によつて押し拡げられ、大梁組立鉄筋の
主筋が治具第二金物の弧状板部間に嵌まり込むこ
とになり、小梁組立鉄筋の自重が有効に利用され
る。
Thereafter, the small beam assembly reinforcing bars are suspended between the large beam assembly reinforcing bars using a lifting machine, and the second metal fittings of the jig attached to the main bar ends of the small beam assembly reinforcing bars are fitted into the main bars of the large beam assembly reinforcing bars. In this case, since the second hardware of the jig has the above-mentioned configuration, when the weight of the small beam assembly reinforcing bars is applied to the jig with both guide plates positioned on the main reinforcement of the main beam assembly reinforcing bars, the guide The space between the main beam assembly reinforcing bars is expanded by the main reinforcement of the girder assembly reinforcing bars, and the main reinforcement of the girder assembly reinforcing bars fits between the arcuate plates of the second metal part of the jig, making the self weight of the small beam assembly reinforcing bars effective. used.

この状態で、弧状板部先端に平板部の孔に締付
ボルトを挿通して、弧状板部間を締めつけ、治具
を大梁組立鉄筋の主筋に固定することになるが、
小梁組立鉄筋が治具を介して大梁組立鉄筋に仮固
定された状態にあるため、揚重機による吊下げ支
持を解くことが可能であり、締付ボルトの操作も
容易である。
In this state, a tightening bolt is inserted into the hole in the flat plate at the tip of the arc-shaped plate to tighten the space between the arc-shaped plates and fix the jig to the main reinforcing bars of the girder assembly.
Since the small beam assembly reinforcing bars are temporarily fixed to the large beam assembly reinforcing bars via a jig, it is possible to release the suspension support by the lifting machine, and the tightening bolts can be easily operated.

〔実施例〕 以下、本考案の実施例を図面に基づいて説明す
る。
[Example] Hereinafter, an example of the present invention will be described based on the drawings.

第3図は、本考案に係る小梁組立鉄筋架設用治
具Aを示し、第4図〜第6図は該治具Aの使用状
態を示す。
FIG. 3 shows a small beam assembly reinforcing bar erection jig A according to the present invention, and FIGS. 4 to 6 show how the jig A is used.

前記治具Aは第一金物1と第二金物2とから構
成されている。第一金物1は、円周方向の一部が
軸芯方向全長にわたつて開口した筒状部1aと、
その開口両縁から当該筒状部1aの外方へ延設さ
れ且つ締付ボルト挿通用の孔a…が穿設された一
対の平板部1b…とからなり、前記筒状部1aを
小梁組立鉄筋Bの主筋7端部に主筋7長手方向か
らのみ套嵌可能に構成されている。第二金物2
は、底板部2aと、その両端から同方向に折曲さ
れた一対の折曲板部2b…と、各折曲板部2b…
の先端から夫々外側へ湾曲した一対の弧状板部2
c…と、各弧状板部2c…の先端から延設され且
つ締付ボルト挿通用の孔b…が穿設された一対の
平板部2d…と、各平板部2d…の先端から外拡
がりに延設された一対の案内用板部2e…とから
なり、大梁組立鉄筋Cの主筋9を前記弧状板部2
c…間に、前記案内用板部2e…側から前記折曲
板部2b…の弾性復元力に抗して嵌合可能に構成
されている。
The jig A is composed of a first metal piece 1 and a second metal piece 2. The first hardware 1 includes a cylindrical portion 1a in which a part of the circumferential direction is open over the entire length in the axial direction;
It consists of a pair of flat plate parts 1b extending outward from the opening of the cylindrical part 1a and having a hole a for the insertion of a tightening bolt. It is configured so that it can be fitted onto the end of the main reinforcement 7 of the assembled reinforcing bar B only from the longitudinal direction of the main reinforcement 7. Second hardware 2
The bottom plate part 2a, a pair of bent plate parts 2b bent in the same direction from both ends thereof, and each bent plate part 2b...
A pair of arc-shaped plate portions 2 each curved outward from the tip of the
c..., a pair of flat plate parts 2d... extending from the tip of each arcuate plate part 2c... and having a hole b... for insertion of a tightening bolt, and expanding outward from the tip of each flat plate part 2d... It consists of a pair of extended guide plate parts 2e..., and the main reinforcement 9 of the girder assembly reinforcement C is connected to the arc-shaped plate part 2.
c... is constructed so that it can be fitted from the guide plate part 2e side against the elastic restoring force of the bending plate part 2b....

第一金物1の前記筒状部1aと第二金物2の前
記底板部2aとは、前記筒状部1aと前記弧状板
部2c…間に形成された空間部3とが立体交差し
た状態に溶接により固着されている。
The cylindrical part 1a of the first hardware 1 and the bottom plate part 2a of the second hardware 2 are in a state where the space 3 formed between the cylindrical part 1a and the arcuate plate part 2c intersect with each other. Fixed by welding.

次に、上記の治具Aを用いて、小梁組立鉄筋B
を大梁組立鉄筋Cに架設する手順を説明する。
Next, using the above jig A, the small beam assembly reinforcing bar B
The procedure for installing the girder assembly reinforcing bars C will be explained.

先ず、第4図に示すように、予め小梁組立鉄筋
Bにおける上端の主筋7の両端近傍部に前記治具
Aを固定しておく。この作業は、第一金物1の筒
状部1aを主筋7にその長手方向から套嵌し、ボ
ルト・ナツト8で締め付けることによつて行われ
るので、筒状部1aを外側に弾性変形させる必要
はなく、比較的軽微な操作力によつて行うことが
可能である。
First, as shown in FIG. 4, the jig A is fixed in advance near both ends of the main reinforcing bar 7 at the upper end of the small beam assembly reinforcing bar B. This work is performed by fitting the cylindrical part 1a of the first hardware 1 into the main reinforcement 7 from its longitudinal direction and tightening it with bolts and nuts 8, so it is necessary to elastically deform the cylindrical part 1a outward. This can be done with relatively light operating force.

次いで、第5図、第6図に示すように、小梁組
立鉄筋Bを揚重機で吊り込み、各治具Aにおける
第二金物2の弧状板部2c…間に、大梁組立鉄筋
Cの主筋9を案内用板部2e…側から嵌合させ、
小梁組立鉄筋Bの重量を治具Aを介して大梁組立
鉄筋Cに載荷支持させる。この場合、案内用板部
2e…が外拡がりに傾斜しているため、小梁組立
鉄筋Bの重量をかけると、案内用板部2e…の間
隔が大梁組立鉄筋Cの主筋9によつて前記折曲板
部2b…の弾性復元力に抗して押し拡げられるこ
とになる。従つて、小梁組立鉄筋Bの重量を利用
して弧状板部2c…間に主筋9を容易に嵌合させ
ることができる。
Next, as shown in FIGS. 5 and 6, the small beam assembly reinforcing bars B are lifted by a lifting machine, and the main bars of the girder assembly reinforcing bars C are placed between the arcuate plate portions 2c of the second hardware 2 in each jig A. 9 is fitted from the guide plate portion 2e... side,
The weight of the small beam assembly reinforcing bars B is loaded and supported by the girder assembly reinforcing bars C via the jig A. In this case, since the guide plate parts 2e... are inclined to expand outward, when the weight of the small beam assembly reinforcing bars B is applied, the interval between the guide plate parts 2e... The bent plate portions 2b are pushed and expanded against the elastic restoring force. Therefore, the main reinforcing bars 9 can be easily fitted between the arcuate plate portions 2c by utilizing the weight of the small beam assembly reinforcing bars B.

しかる後、ボルト・ナツト10で第二金物2を
締め付けて、大梁主筋9に小梁組立鉄筋Bを緊結
するのであるが、第二金物2の弧状板部2c…間
に、大梁組立鉄筋Cの主筋9を嵌合させた状態に
おいては、小梁組立鉄筋Bが大梁組立鉄筋Cに治
具Aを介して所定レベルに支持されているので、
つまり小梁組立鉄筋Bが所定レベルに仮固定され
た状態にあるので、揚重機で小梁組立鉄筋Bを所
定レベルに吊下げ支持しながらボルト締め操作を
する必要がなく、作業性が良い。
After that, the second metal fittings 2 are tightened with bolts and nuts 10 to connect the small beam assembly reinforcing bars B to the main beam main reinforcements 9. When the main reinforcement 9 is fitted, the small beam assembly reinforcing bars B are supported by the main beam assembly reinforcing bars C at a predetermined level via the jig A.
In other words, since the small beam assembly reinforcing bars B are temporarily fixed at a predetermined level, there is no need to perform bolt tightening operations while suspending and supporting the small beam assembly reinforcing bars B at a predetermined level using a lifting machine, resulting in good workability.

尚、第6図中の11は小梁組立鉄筋Bにスライ
ド自在に支持させたトツプ筋であり、小梁組立鉄
筋Bを大梁主筋9に緊結した後、図示の位置にス
ライドさせたものである。
In addition, 11 in Fig. 6 is a top reinforcement that is slidably supported by the small beam assembly reinforcing bar B, and after the small beam assembly reinforcing bar B is tied to the main beam main bar 9, it is slid to the position shown in the figure. .

〔考案の効果〕[Effect of idea]

本考案の小梁組立鉄筋架設用治具は、上述した
構成よりなるため、該治具を用いることによつて
建方時の作業性を向上し得るのである。
Since the small beam assembly reinforcing bar erection jig of the present invention has the above-described configuration, the workability during erection can be improved by using the jig.

即ち、小梁組立鉄筋の主筋端部に対する第一金
物の固定は、筒状部を小梁組立鉄筋の主筋端部に
主筋長手方向から套嵌し、筒状部の開口両縁に延
設された平板の孔に挿通した締付ボルトで平板部
間を締め付けることによつて行われるので、筒状
部を外側へ弾性変形させる場合のような大きな操
作力は不要であり、殊に、第二金物は、大梁組立
鉄筋の主筋を前記弧状板部間に、前記案内用板部
側から前記弧状板部の弾性復元力に抗して嵌合す
るように構成してあるため、小梁組立鉄筋の重量
を利用して第二金物の弧状板部間に大梁主筋を容
易に嵌合させることができる。しかも、この嵌合
状態、つまり小梁組立鉄筋が大梁組立鉄筋に治具
を介して所定レベルに支持された状態において、
弧状板部先端の平板部の孔に締付ボルトを挿通
し、弧状板部間を締め付けるので、揚重機で小梁
組立鉄筋を所定レベルに吊下げ支持しながらボル
ト締め操作をする必要がなく、ボルト締め操作が
容易である。
That is, to fix the first hardware to the main bar end of the small beam assembly reinforcing bar, the cylindrical part is fitted onto the main bar end of the small beam assembly reinforcing bar from the longitudinal direction of the main bar, and is extended to both edges of the opening of the cylindrical part. This is done by tightening the flat plate parts with a tightening bolt inserted through a hole in the flat plate, so there is no need for the large operating force required to elastically deform the cylindrical part outward. The hardware is configured so that the main bars of the girder assembly reinforcing bars are fitted between the arcuate plates from the guide plate side against the elastic restoring force of the arcuate plates. The girder main reinforcement can be easily fitted between the arcuate plate portions of the second metal fittings by using the weight of the second metal fittings. Moreover, in this fitted state, that is, the state in which the small beam assembly reinforcing bars are supported by the main beam assembly reinforcing bars at a predetermined level via a jig,
Since the tightening bolts are inserted into the holes in the flat plates at the tips of the arc-shaped plates and tightened between the arc-shaped plates, there is no need to tighten the bolts while suspending and supporting the small beam assembly reinforcing bars at a predetermined level using a lifting machine. Easy bolt tightening operation.

このように、本考案によれば、小梁組立鉄筋の
主筋端部に対する治具の固定、大梁組立鉄筋の主
筋に対する治具の嵌合及びボルト締めが容易であ
ることによつて、建方時の作業性が向上するので
ある。
As described above, according to the present invention, it is easy to fix the jig to the main bar end of the small beam assembly reinforcing bar, fit the jig to the main bar of the girder assembly reinforcing bar, and tighten the bolts. This improves work efficiency.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図と第2図は従来例を示す平面図と側面図
である。第3図は本考案の実施例を示す小梁組立
鉄筋架設用治具の斜視図である。第4図乃至第6
図は前記治具の使用方法を示し、第4図及び第5
図は側面図、第6図は平面図である。 A……小梁組立鉄筋架設用治具、B……小梁組
立鉄筋、C……大梁組立鉄筋、a,b……孔、1
……第一金物、1a……筒状部、1b……平板
部、2……第二金物、2a……底板部、2b……
折曲板部、2c……弧状板部、2d……平板部、
2e……案内用板部、3……空間部。
1 and 2 are a plan view and a side view showing a conventional example. FIG. 3 is a perspective view of a small beam assembly reinforcing bar erection jig showing an embodiment of the present invention. Figures 4 to 6
Figures 4 and 5 show how to use the jig.
The figure is a side view, and FIG. 6 is a plan view. A...Small beam assembly reinforcing bar erection jig, B...Small beam assembly reinforcing bar, C...Gear beam assembly reinforcing bar, a, b...hole, 1
...First hardware, 1a...Cylindrical part, 1b...Flat plate part, 2...Second hardware, 2a...Bottom plate part, 2b...
Bent plate part, 2c... arcuate plate part, 2d... flat plate part,
2e...Guide plate section, 3...Space section.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 円周方向の一部が軸芯方向全長にわたつて開口
した筒状部と、その開口両縁から当該筒状部の外
方へ延設され且つ締付ボルト挿通用の孔を穿設さ
れた一対の平板部とからなり、前記筒状部を小梁
組立鉄筋の主筋端部に主筋長手方向からのみ套嵌
可能に構成した第一金物の前記筒状部と、底板部
と、その両端から同方向に折曲された一対の折曲
板部と、各折曲板部の先端から夫々外側へ湾曲し
た一対の弧状板部と、各弧状板部の先端から延設
され且つ締付ボルト挿通用の孔が穿設された一対
の平板部と、各平板部の先端から外拡がりに延設
された一対の案内用板部とからなり、大梁組立鉄
筋の主筋を前記弧状板部間に、前記案内用板部側
から前記折曲板部の弾性復元力に抗して嵌合可能
に構成した第二金物の前記底板部とを、前記筒状
部と前記弧状板部間に形成された空間部とが立体
交差した状態に固着してなる小梁組立鉄筋架設用
治具。
A cylindrical part with a part in the circumferential direction open over the entire length in the axial direction, and a hole extending outward from both edges of the opening and for inserting a tightening bolt. The cylindrical part of the first hardware is configured such that the cylindrical part can be fitted onto the main reinforcement end of the small beam assembly reinforcing bar only from the longitudinal direction, the bottom plate part, and both ends thereof. A pair of bent plate portions bent in the same direction, a pair of arcuate plate portions each curved outward from the tip of each bent plate portion, and a tightening bolt inserted into the pair of bent plate portions extending from the tip of each arcuate plate portion. It consists of a pair of flat plate parts with a common hole drilled therein, and a pair of guide plate parts extending outward from the tip of each flat plate part, and the main reinforcement of the girder assembly reinforcing bars is inserted between the arcuate plate parts. The bottom plate part of the second hardware is configured to be able to be fitted from the guide plate side against the elastic restoring force of the bending plate part, and the bottom plate part is formed between the cylindrical part and the arcuate plate part. A jig for constructing reinforcing bars for small beam assembly, which is fixed to the space in a three-dimensional intersection.
JP1981058226U 1981-04-21 1981-04-21 Expired JPS6127387Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1981058226U JPS6127387Y2 (en) 1981-04-21 1981-04-21

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1981058226U JPS6127387Y2 (en) 1981-04-21 1981-04-21

Publications (2)

Publication Number Publication Date
JPS57168618U JPS57168618U (en) 1982-10-23
JPS6127387Y2 true JPS6127387Y2 (en) 1986-08-15

Family

ID=29854647

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1981058226U Expired JPS6127387Y2 (en) 1981-04-21 1981-04-21

Country Status (1)

Country Link
JP (1) JPS6127387Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100262119B1 (en) * 1998-02-10 2000-07-15 이태수 Coupler for uniting reinforcing bar
JP4488853B2 (en) * 2004-09-22 2010-06-23 鹿島建設株式会社 Coupling jig and housing
JP7270951B2 (en) * 2018-10-24 2023-05-11 株式会社イトーヨーギョー bar connector

Also Published As

Publication number Publication date
JPS57168618U (en) 1982-10-23

Similar Documents

Publication Publication Date Title
JPS6127387Y2 (en)
JP2006169826A (en) Steel-concrete composite beam and its construction method
JPH0413322Y2 (en)
JPH0868113A (en) Connecting structure for steel beam and reinforced concrete beam
JPH0115800Y2 (en)
JPH0118229B2 (en)
JPH0447300Y2 (en)
JPS6133091Y2 (en)
JP3268191B2 (en) Construction method of rigid floor structure
JP2893406B2 (en) Precast concrete beam-column joining method
JPH0327166Y2 (en)
JPH019843Y2 (en)
JPS6023544Y2 (en) Anchor for welding
JPH0459978B2 (en)
JP2784546B2 (en) Connection metal fittings for shoring
JPH0343282Y2 (en)
JPH0678434U (en) Beam anchoring device
JPH051865B2 (en)
JP3020190U (en) Metal fittings for wooden members in wooden buildings
JPH0351849B2 (en)
JPH0145298Y2 (en)
JP3047847U (en) Foundation mounting brackets and foundation mounting columns
JP2936433B2 (en) Building structure with core wall structure
JPH01237101A (en) Construction of pillar member
JPH0332189Y2 (en)