JP2001115649A - Method of temporarily assembling reinforcement and temporary assembling jig therefor - Google Patents

Method of temporarily assembling reinforcement and temporary assembling jig therefor

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Publication number
JP2001115649A
JP2001115649A JP33836899A JP33836899A JP2001115649A JP 2001115649 A JP2001115649 A JP 2001115649A JP 33836899 A JP33836899 A JP 33836899A JP 33836899 A JP33836899 A JP 33836899A JP 2001115649 A JP2001115649 A JP 2001115649A
Authority
JP
Japan
Prior art keywords
support
temporary assembly
temporary
column
jig
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP33836899A
Other languages
Japanese (ja)
Inventor
Masayuki Munekiyo
昌之 宗清
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 by Individual filed Critical Individual
Priority to JP33836899A priority Critical patent/JP2001115649A/en
Publication of JP2001115649A publication Critical patent/JP2001115649A/en
Pending legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PROBLEM TO BE SOLVED: To quickly and efficiently perform construction of a temporary assembly of horizontal bars in a large columnar structure including preparation work, facilitate handling of the construction by use of a temporary assembling jig without any breakage, and release the horizontal bars of the temporary assembly from the temporary assembling jig at once with a good balance to facilitate the construction. SOLUTION: In this temporary assembling jig, a support receiving metal fitting and a presser retaining metal fitting are provided on a strut body to be suspended from a strut suspending frame in such a manner as to be rockable and also regularly laid in the state fallen backward when they are not laid in prescribed support states. A temporary assembly is formed and constructed by temporarily retaining horizontal bars by the support receiving metal fitting and the presser retaining metal fitting, the temporary assembly is connected to vertical bars raised in a building position, and the temporary assembling jig is then pressed down by a prescribed quantity, whereby the temporary assembly is released from the temporary assembling jig.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、大型鉄筋コンクリ
ート構造物の柱筋等を仮組した後、施工する、鉄筋仮組
施工方法及びその仮組治具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for temporarily reinforcing a large reinforced concrete structure after temporarily assembling a column or the like of a large reinforced concrete structure, and a jig for the method.

【0002】[0002]

【従来の技術】従来、特願平10−278323号の鉄
筋の施工法及びそれに用いる鉄筋の仮組治具が提案され
ている。
2. Description of the Related Art Hitherto, there has been proposed a method of constructing a reinforcing bar of Japanese Patent Application No. Hei 10-278323 and a jig for temporarily assembling the reinforcing bar used therein.

【0003】これは、施工現場で、ベースフレームに複
数の支柱を取付け立設して仮組治具を形成し、その仮組
治具の支柱に鉄筋をフック部及び係止ピンと緊結クリッ
プとで固定して仮組体を形成し、その後ベースフレーム
より該仮組治具を取外すと共に各支柱上部にワイヤーロ
ープを掛けて建て込み位置に移送して、仮組みされた横
筋を主筋に結合させたのち、各支柱よりフック部及び係
止ピンと緊結クリップを一つ一つ取り外し、仮組体の鉄
筋を仮組治具より解放して仮組治具を撤去する事として
いる。
[0003] In this method, a plurality of columns are mounted on a base frame at a construction site to form a temporary assembly jig, and a reinforcing bar is attached to the columns of the temporary assembly jig using a hook portion, a locking pin, and a fastening clip. The temporary assembly was formed by fixing, and then the temporary assembly jig was removed from the base frame, and a wire rope was hung above each of the columns and transferred to the built-in position, so that the temporarily assembled horizontal streak was joined to the main streak. Thereafter, the hooks, the locking pins, and the fastening clips are removed one by one from each support, and the reinforcing bar of the temporary assembly is released from the temporary assembly jig to remove the temporary assembly jig.

【0004】また、支柱と支持部のフック部及び係止ピ
ンに於て、支柱に穴部を貫通させて、該穴部にフック部
を挿通して係止ピンでフック部を止め、緊結クリップで
支柱と共に鉄筋を引っ掛けて支え保持する。また他の実
施例として鉄筋を支持する支持片を支柱に直接取付ける
事としている。
Also, in the hook portion and the locking pin of the support and the support portion, a hole is penetrated through the support, the hook is inserted into the hole, the hook is stopped by the locking pin, and a fastening clip is formed. Hook and hold the rebar together with the struts. In another embodiment, a support piece for supporting a reinforcing bar is directly attached to a support.

【0005】[0005]

【発明が解決しようとする課題】従来、仮組治具を使用
して仮組する鉄筋仮組施工方法に於て、ベースフレーム
に複数の支柱をボルトにより強固に取付け立設している
ので、仮組治具の複数の支柱体をベースフレームに取付
けるとき、倒れが無いように厳密に取付け、直立させる
必要があり、その作業に手間がかかり煩雑であった。
Conventionally, in a method of temporarily assembling a reinforcing bar using a temporary assembling jig, a plurality of columns are firmly attached to a base frame by bolts on a base frame. When mounting a plurality of columns of the temporary assembly jig to the base frame, it is necessary to rigorously mount the columns so as not to fall down and to stand upright, and the work is troublesome and troublesome.

【0006】また、各支柱をベースフレームに強固に取
付けたのち、仮組治具の支柱に鉄筋をフック部及び係止
ピンと緊結クリップとで固定して仮組みをし、仮組みさ
れた支柱をベースフレームより取外してから移送してい
るので、ベースフレームに強固に取付けられたボルトを
その都度取外さなければ成らず、非常に手間がかかって
いた。
After the columns are firmly attached to the base frame, a reinforcing bar is fixed to the columns of the temporary assembly jig with hooks, locking pins and fastening clips, and the columns are temporarily assembled. Since the transfer is carried out after being removed from the base frame, the bolt firmly attached to the base frame must be removed each time, which is very troublesome.

【0007】さらに、移送に於いても、その都度、各支
柱上部にワイヤーロープを掛け、各ワイヤーロープのバ
ランスを調整してから移送しており、仮組治具に鉄筋を
仮組みする前後の作業に非常に多くの時間を費やしてい
た。
[0007] In addition, in each transfer, a wire rope is hung on the upper part of each column, and the balance of each wire rope is adjusted, and then the transfer is performed. He spent so much time working.

【0008】さらにまた、仮組治具に仮組みされた後の
移送中及び仮組体の横筋を縦筋と結合する時に於いて、
現在使用されている支持部のフック部及び係止ピンが折
れることが多く、それは棒状のフック部及び係止ピンに
重量が集中し、上記ワイヤーロープのバランスが悪いと
特に重量が集中し、また各支柱上部にワイヤーロープを
掛けているので、仮組体の中央部分が吊上げられず、仮
組体の該中央部分を中心としてすり鉢状に変形し、異常
な力が集中的に掛り、よって上記のごとく折れることが
多く、そこでフック部及び係止ピンを折れないようにフ
ック部を太い物に変更すると、支柱の穴部を大きくしな
くてはならず、そうすると支柱の強度が弱くなるという
相反する欠点がある。
Further, during the transfer after being temporarily assembled to the temporary assembling jig and at the time of joining the horizontal streak of the temporary assemblage to the vertical streak,
The hooks and locking pins of the currently used support are often broken, which is concentrated on the rod-shaped hooks and locking pins, and the weight is particularly concentrated if the wire rope is imbalanced. Since the wire rope is hung on the upper part of each support, the central part of the temporary assembly is not lifted, and is deformed in a mortar shape around the central part of the temporary assembly, and an abnormal force is intensively applied. If the hook is changed to a thick one so that the hook and the locking pin do not break, the hole in the support must be enlarged, and the strength of the support will decrease. There are drawbacks.

【0009】また支柱に支持片を直接取付けた実施例の
物は、鉄筋の結合の後に支柱を上方に引抜くとき、支持
片が鉄筋に引っ掛かり支障を来たすことがある。
Further, in the case of the embodiment in which the support piece is directly attached to the support, when the support is pulled upward after the rebar is connected, the support piece may be caught by the rebar and hinder it.

【0010】加えて、仮組体の横筋を縦筋と結合し、仮
組治具から仮組体を解放するとき、支持部のフック部及
び係止ピンと緊結クリップをその都度取除いており、取
外す量の多さ及びその形状から、外した物の取扱いが非
常に煩雑となっていた。
In addition, when connecting the horizontal streaks of the temporary assembly with the vertical streaks and releasing the temporary assembly from the temporary assembly jig, the hook portion of the support portion, the locking pin, and the fastening clip are removed each time. Due to the large amount of removal and its shape, handling of the removed material is very complicated.

【0011】さらに加えて、従来の支持部のフック部及
び係止ピンと緊結クリップは、鉄筋を単に保持する事に
特化し、また前述したように、一つ一つ取除く事として
おり、必要なときに保持し、解放するときには一斉に解
放できる構成ではなく、時間と手間が掛り、また取外す
ときの仮組体のアンバランスが発生していた。
[0011] In addition, the conventional hooks, locking pins and fastening clips of the supporting portion are specially designed to simply hold the rebar and, as described above, are to be removed one by one. Sometimes it is not a structure that can be released all at once when holding and releasing, but it takes time and labor, and imbalance of the temporary assembly when removing it occurs.

【0012】そしてさらに、仮組体の横筋を縦筋と結合
したのち、支持部のフック部及び係止ピンと緊結クリッ
プを一カ所ずつ取外していくと、仮組みされた仮組体が
支持されている所と、支持されてない所により仮組体全
体のバランスが崩れ、重量の偏りが出来、上述したフッ
ク部及び係止ピン折れの原因にもなり、またバランスの
崩れが大きい場合、取外しの最中に仮組治具が大きく揺
れたり、また仮組体が崩れるおそれがあり危険であっ
た。
Further, after the horizontal streaks of the temporary assembly are connected to the vertical streaks, the hook portion of the support portion, the locking pin, and the fastening clip are removed one by one, whereby the temporarily assembled temporary assembly is supported. And the unsupported places will cause the balance of the entire temporary assembly to be lost, resulting in uneven weight, causing breakage of the hooks and locking pins described above. During this time, the temporary assembly jig was greatly shaken, and the temporary assembly could collapse, which was dangerous.

【0013】[0013]

【課題を解決するための手段】本発明の請求項1に係る
鉄筋仮組施工方法は、鉄筋の施工現場近傍で横筋を仮組
治具に仮組みして仮組体を形成する仮組行程と、仮組み
した仮組体を建て込み位置に釣支移送する行程と、建て
込み位置に立設された縦筋に、釣支移送された仮組体の
横筋を結合する行程を有する施工方法において、鉄筋が
仮組治具に仮組みされた該仮組治具を所定量押下げ可能
状態で仮組体の横筋を縦筋に結合させたのち、仮組治具
をその所定量押下げることで仮組治具から仮組体を一斉
に解放する手段により施工する。
According to a first aspect of the present invention, there is provided a method for temporarily assembling a reinforcing bar. And a construction method having a process of transporting the temporarily assembled temporary assembly to the built-in position and a process of connecting the horizontal streaks of the temporarily assembled temporary assembly to the vertical streaks erected at the built-in position. In the above, after connecting the horizontal streaks of the temporary assembly to the vertical streaks in a state where the rebar is temporarily assembled to the temporary assembly jig in a state in which the temporary assembly jig can be pushed down by a predetermined amount, the temporary assembly jig is pushed down by the predetermined amount. Thus, the temporary assembly is released from the temporary assembly jig all at once.

【0014】この仮組体を一斉に解放する手段に於い
て、大型鉄筋コンクリート構造物の柱筋に所定組立量の
仮組体として一度に結合させるため、該仮組体をバラン
スよく解放する事が必要であり、このことから支持受け
金具及び押え保持金具により一斉に解放する手段にて仮
組体を解放することで、バランスを取ることなく素早く
解放する。
In the means for simultaneously releasing the temporary assembly, the temporary assembly can be released in a well-balanced manner so that the temporary assembly is combined with the column reinforcement of the large reinforced concrete structure at a time as a temporary assembly of a predetermined assembly amount. Therefore, it is necessary to release the temporary assembly by means of simultaneous release by the support receiving fitting and the holding metal fitting, so that the temporary assembly is quickly released without balancing.

【0015】本発明の請求項2に係る鉄筋仮組施工方法
は、仮組治具の支柱体を支柱吊り架台に釣支状態で移送
する。
According to a second aspect of the present invention, there is provided a reinforcing bar temporary assembling method, in which a support of a temporary assembling jig is transferred to a support suspension base in a fishing support state.

【0016】この仮組治具の支柱体を支柱吊り架台に釣
支状態で位置決め保持することで、支柱体を鉛直方向に
矯正すること無く支柱吊り架台に取付保持している。
By positioning and supporting the support of the temporary assembly jig on the support suspension frame in a fishing support state, the support is mounted and held on the support suspension frame without correcting the support in the vertical direction.

【0017】本発明の請求項3に係る鉄筋仮組治具は、
所定形状の支柱吊り架台と、該支柱吊り架台に釣支金具
を介して着脱可能に釣支される所用数の支柱体と、該支
柱体の所定位置に所定間隔を持って支持受け金具及び押
え保持金具を夫々配し、該支持受け金具を厚板状で平面
が略コの字状に形成して支柱体の左右より狭持状に設
け、且つ該支持受け金具の上部が揺動できるように、該
支持受け金具の下部近傍を上記支柱体に枢設し、該支持
受け金具の平面が略コの字状の奥面部が支柱体に当接し
たとき、支柱体の左右から横筋を支持できる程度に前方
に突出させ、その突出上部を横筋受け部として形成す
る。また上記横筋受け部の横筋を上部より保持できるよ
うに、上記横筋受け部に対応して上記押え保持金具を設
けると共に該押え保持金具の揺動を止める係止部材を設
けている。
The reinforcing bar temporary jig according to claim 3 of the present invention is
A column-suspended gantry having a predetermined shape, a required number of columns which are detachably supported on the column-suspended cradle via a fishing bracket, a support bracket and a presser at a predetermined position of the column with a predetermined interval. The holding brackets are arranged respectively, and the support receiving brackets are formed in a thick plate shape and have a substantially U-shaped plane so that they are provided to be narrower than the left and right sides of the column, and the upper portion of the support receiving brackets can swing. When the lower portion of the support bracket is pivotally mounted on the column, when the substantially U-shaped back surface of the support bracket comes into contact with the column, the horizontal streaks are supported from the left and right sides of the column. It protrudes forward as much as possible, and its protruding upper portion is formed as a horizontal streak receiving portion. In order to hold the horizontal streak of the horizontal streak receiving portion from above, the holding member is provided corresponding to the horizontal streak receiving portion, and a locking member is provided for stopping the swing of the holding member.

【0018】この鉄筋仮組治具の支柱体を狭持状に、且
つ上部が揺動可能に枢設して設けられた厚板状の支持受
け金具によって横筋を保持し、且つ押え保持金具で安全
に保持することで、横筋の仮組と移送及び解放を簡易、
且つ容易に行え、また一斉に解放するのでバランスよく
安全に行える。
The horizontal bars are held by a thick plate-shaped support receiving member provided so as to pinch the support of the reinforcing bar temporary assembly jig and swingably at the upper portion, and to use a holding retainer. By holding safely, temporary assembling of horizontal streaks and easy transfer and release,
It can be done easily, and it can be safely released in a well-balanced manner.

【0019】本発明の請求項4に係る鉄筋仮組治具は、
支柱体に枢設された支持受け金具の重心を、支柱体に対
して後方側となるように設けている。
The temporary reinforcing jig according to claim 4 of the present invention is
The center of gravity of the support bracket pivotally mounted on the support is provided on the rear side with respect to the support.

【0020】この鉄筋仮組治具の支持受け金具の重心
を、支柱体に対して後方となるように枢設しており、横
筋受け部の横筋の重量が掛らなくなれば、支持受け金具
が支柱体より後方に回動状に俊敏に倒れ、仮組体の横筋
全体を一斉に解放する。
The center of gravity of the support bracket of the reinforcing bar temporary jig is pivoted so as to be located rearward with respect to the column, and when the weight of the horizontal bar of the horizontal bar receiving portion is no longer applied, the support bracket is mounted. It falls down quickly and pivotally behind the strut, releasing all the transverse muscles of the temporary assembly at once.

【0021】[0021]

【発明の実施の形態】本発明の鉄筋仮組施工方法は、鉄
筋の施工現場近傍で、仮組治具に横筋の仮組体を形成す
る仮組行程と、仮組体を建て込み位置に釣支移送する行
程と、釣支移送された仮組体の横筋を建て込み位置に立
設された縦筋に結合する行程を有する施工方法におい
て、鉄筋が仮組治具に仮組みされた該仮組治具を若干押
下げ可能状態で仮組体の横筋を縦筋に結合させたのち、
仮組治具を若干押下げることで仮組治具の支柱体に設け
られた支持受け金具が一斉に支柱体より後方に回動状に
俊敏に倒れ、仮組体の横筋全体を一斉に解放する手段に
より施工する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A method for constructing a reinforcing bar temporary assembly according to the present invention includes a temporary assembly process for forming a temporary assembly of a horizontal bar on a temporary assembly jig in the vicinity of a rebar construction site and a temporary assembly at a built-in position. In a construction method including a step of transferring a fishing rod and a step of connecting a horizontal streak of a temporarily assembled body transferred to a vertical support stood at a built-in position, the reinforcing bar is temporarily assembled to a temporary jig. After connecting the horizontal streak of the temporary assembly to the vertical streak while the temporary assembly jig can be pressed down slightly,
By slightly pressing down the temporary assembly jig, the support brackets provided on the column of the temporary assembly jig fall all at once behind the column, turning quickly and quickly, releasing all the horizontal streaks of the temporary assembly together. It is constructed by means to do.

【0022】また仮組治具に於て、支柱体を支柱吊り架
台に釣支金具を介して釣支状態で位置決め保持する事
で、支柱体を鉛直方向に矯正すること無く支柱吊り架台
に取付保持でき、その後、該仮組治具の各支柱体に横筋
を仮組みして仮組体を形成し、又は上記釣支状態で位置
決め保持した後、支柱体下部に於いても、それぞれの支
柱体下部にベース金具を取付け、支柱体用ベース台上に
ベース金具と共に支柱体を保持金具又は支柱体用ベース
台に直接溶接して保持固定し、支柱体を残し支柱吊り架
台を取外した状態で仮組治具の各支柱体に横筋を仮組み
して仮組体を形成する。
Further, in the temporary assembly jig, the support body is positioned and held in a fishing support state through the fishing support bracket on the support suspension base, so that the support body is mounted on the support suspension base without being corrected in the vertical direction. After that, a horizontal streak is temporarily assembled to each of the columns of the temporary assembly jig to form a temporary assembly, or is positioned and held in the above-described fishing support state. With the base bracket attached to the lower part of the body, the support and the base together with the base are directly welded and fixed to the holding bracket or the base for the support on the base for the support, and the support with the support suspended and the support suspension stand removed. A horizontal streak is temporarily assembled to each column of the temporary assembly jig to form a temporary assembly.

【0023】その仮組体を形成後、再び支柱吊り架台に
釣支金具を介して支柱体を連結し、そして各支柱体下部
のベース金具より支柱体を切離して仮組体を移送する。
その時、支柱吊り架台に釣支金具を介して直接釣支状態
で安定して各支柱体が釣支移送される。
After the provisional assembly is formed, the support is connected to the support suspension base again via the fishing support, and the support is separated from the base fitting below each support to transfer the provisional assembly.
At this time, each of the columns is stably transported directly to the column suspension frame via the fishing bracket in a stable state.

【0024】しかして、その支柱体は、上述のごとく所
定形状の支柱吊り架台に釣支金具を介して着脱可能に所
用数釣支され、そして厚板状で平面が略コの字状に形成
された支持受け金具を支柱体の左右から狭持状に、該支
柱体の所定間隔を持って所用数枢設している。
As described above, the support body is detachably supported by the support suspension base of a predetermined shape via a fishing bracket as described above, and is formed in a thick plate shape with a substantially U-shaped plane. The support fittings thus provided are provided in a manner of being held from the left and right sides of the column, with a predetermined interval between the columns, as required.

【0025】また支柱体に設けられた該支持受け金具
は、上部が揺動するように、該支持受け金具の下部近傍
位置に枢設し、且つ支持受け金具の平面が略コの字状の
奥面部が支柱体に当設する位置ストッパ部を形成すると
共に所定位置で当設したとき、支柱体より前方に突出す
る部分を横筋受け部として形成している。
The support bracket provided on the column is pivotally mounted near the lower portion of the support bracket so that the upper portion swings, and the plane of the support bracket has a substantially U-shape. When the back surface portion forms a position stopper that abuts on the support, and when it is affixed at a predetermined position, a portion that protrudes forward from the support is formed as a lateral streak receiving portion.

【0026】さらに支持受け金具が、支柱体に対して後
方側に倒れるように、該支持受け金具の重心を支柱体に
対して後方側に設定して枢設している。
Further, the center of gravity of the support receiving member is pivotally provided with the center of gravity of the supporting receiving member set rearward with respect to the column so that the supporting member falls down rearward with respect to the column.

【0027】加えて該支持受け金具の横筋受け部の横筋
を浮上がり無く保持できるように、上記支持受け金具と
対応させて押え保持金具を設け、該押え保持金具は、平
面が略コの字状に形成した厚板状で支柱体の左右より狭
持状に枢設し、上記支持受け金具と押え保持金具とで横
筋を狭持するように保持する。
In addition, a holding metal fitting is provided corresponding to the supporting metal fitting so that a horizontal streak of a horizontal streak receiving portion of the support metal fitting can be held without lifting, and the holding metal fitting has a substantially U-shaped plane. It is a thick plate formed in a shape, and is pivotally provided in a holding shape from the left and right of the support body, and is held by the above-mentioned support receiving metal fitting and holding metal fitting so as to hold a horizontal streak.

【0028】その押え保持金具の枢設する位置におい
て、上記支持受け金具を支柱体に枢設している枢設部と
同軸で枢設し、又は該枢設部より上部位置の支持受け金
具に直接枢設するか、又は支持受け金具に直接枢設しな
いで、支持受け金具の枢設部より下部に位置する支持体
に直接枢設するなどのことでも同様に、支持受け金具の
横筋受け部の横筋を浮上がり無く保持でき、また該押え
保持金具の重心は、上述の支持受け金具のように支柱体
に対して後方側となるように枢設している。
At the position where the holding metal fitting is pivotally provided, the above-mentioned support receiving fitting is pivoted coaxially with a pivoted part pivotally mounted on the column, or is attached to a supporting receiving fitting located above the pivoted part. Similarly, the lateral studs of the support bracket may be directly pivoted or not directly pivoted to the support bracket but directly pivoted to a support located below the pivoted portion of the support bracket. Can be held without lifting, and the center of gravity of the holding metal fitting is pivotally provided so as to be on the rear side with respect to the support body like the above-described support metal fitting.

【0029】そして、横筋を保持した時、上記押え保持
金具が、揺動しないように係止部材を支柱体又は支持受
け金具に設けて押え保持金具の動きを止めている。
When the horizontal streak is held, the holding member is provided with a locking member on the column or the support receiving member so as not to swing, thereby stopping the movement of the holding member.

【0030】[0030]

【実施例】本発明の実施例を図面に基づいて説明する
と、図1において、1は仮組治具体で、仮組治具体1
は、支柱吊り架台2と釣支金具3を介して釣支状態に支
柱体4を釣支すると共に上記支柱吊り架台2に対応して
下部に支柱体用ベース台5を設け、該支柱体用ベース台
5にベース連結金具6を介して上記支柱体4を立設状に
設けている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings. In FIG.
Supports the support body 4 in a fishing support state via the support suspension base 2 and the fishing support 3, and provides a support base base 5 at a lower portion corresponding to the support suspension base 2. The support body 4 is provided on the base stand 5 with a base connection fitting 6 interposed therebetween.

【0031】そこで、支柱吊り架台2は、図2に示すよ
うに断面が英文字の略I字状のI形ビームで形成し、該
支柱吊り架台2の形状として施工構造物に対応した所定
形状で、本実施例の図1では、略長方形の枠体を形成し
ている。
Therefore, as shown in FIG. 2, the support column 2 is formed by an I-shaped beam having a substantially I-shaped cross section, and the support column 2 has a predetermined shape corresponding to the construction structure. In FIG. 1 of this embodiment, a substantially rectangular frame is formed.

【0032】また、支柱吊り架台2に支柱体4を釣支す
る釣支金具3は、図2に示すように、支柱吊り架台2の
断面が略I字状の下部端に懸吊状に掛止できる掛止部7
を有し、その下部に支柱体4を連結保持する角パイプ状
の連結部8を形成し、該連結部8に支柱体4と共にボル
トなどの止め具9、9によって貫通保持されている。
As shown in FIG. 2, the support bracket 3 for supporting the support body 4 on the support suspension base 2 is hung on a lower end of the support suspension base 2 having a substantially I-shaped cross section. Hanging part 7 that can be stopped
A connecting portion 8 in the form of a square pipe for connecting and holding the column 4 is formed at the lower portion thereof, and the column 8 is held together with the column 4 by fasteners 9 and 9 such as bolts.

【0033】そこで上記掛止部7は、支柱吊り架台2の
下部の断面形状に略対応して掛止溝部10を形成し、該
支柱吊り架台2のI字状である下部端の左右に突出した
突起部11に掛止される。
Therefore, the hanging portion 7 forms a hanging groove 10 substantially corresponding to the cross-sectional shape of the lower portion of the column hanging frame 2, and projects right and left from the I-shaped lower end of the column hanging frame 2. The projection 11 is hooked.

【0034】そして、支柱体4は、角パイプ状で所定間
隔を持って支持受け金具12及び押え保持金具13を各
配置している。
The support body 4 has a square pipe shape, and has a support fitting 12 and a holding metal fitting 13 at predetermined intervals.

【0035】その支持受け金具12及び押え保持金具1
3を配置する所定間隔は、大型鉄筋コンクリート構造物
の柱筋等の仕様により125mm及び150mm等の間
隔を持って配置している。
The support fitting 12 and the holding fixture 1
3 are arranged at intervals of 125 mm, 150 mm, or the like according to the specifications of the column bars and the like of the large reinforced concrete structure.

【0036】そこで、支持受け金具12は、図4に示す
ように、厚板を平面が略コの字状に形成し、支軸14に
て支柱体4と共に挿通して回動可能に枢設し、該枢設す
る支持受け金具12の重心バランスにおいて、支柱体4
に対して後方側を重くして常に後ろ側に倒れるように枢
設している。そして支軸14の先部近傍に市販の割ピン
などの抜け止ピン15で止め、支軸14が支持受け金具
12および支柱体4より抜落ちないようにしている。
In view of this, as shown in FIG. 4, the support bracket 12 is formed by forming a thick plate into a substantially U-shaped plane, and is inserted through the support shaft 14 together with the support body 4 so as to be rotatable. In the balance of the center of gravity of the pivotally mounted support bracket 12, the support 4
It is pivoted so that the rear side is heavier and always falls backward. A stop pin 15 such as a commercially available cotter pin is used near the tip of the support shaft 14 to prevent the support shaft 14 from dropping off from the support fitting 12 and the support 4.

【0037】また、図2から図5に示すように、支持受
け金具12の略コの字状の奥面部を受け位置ストッパ部
16として形成し、且つ該受け位置ストッパ部16が支
柱体4に当接したとき、該支持受け金具12の先部が支
柱体4の左右より前方に突出するように形成し、その各
突出する上端部を横筋21の外周に略対応して若干の凹
部を形成して横筋受け部17、17として夫々形成して
いる。
As shown in FIGS. 2 to 5, the substantially U-shaped deep portion of the support receiving fitting 12 is formed as a receiving position stopper 16, and the receiving position stopper 16 is attached to the column 4. When abutting, the front end of the support fitting 12 is formed so as to protrude forward from the left and right of the support body 4, and each protruding upper end is formed with a slight recess substantially corresponding to the outer periphery of the horizontal streak 21. Then, they are formed as the horizontal streak receiving portions 17, 17, respectively.

【0038】そして、支持受け金具12の略コの字状の
背面側にパイプ状の挿通係止部18を水平方向に設けて
いる。
A pipe-shaped insertion locking portion 18 is provided horizontally on the substantially U-shaped rear side of the support fitting 12.

【0039】また、押え保持金具13は、図2、図5及
び図6に示すように、上記支持受け金具12と略同様に
厚板を平面が略コの字状となるように形成し、ボルト、
ナットよりなる支軸19、19で支持受け金具12と共
に挿通して揺動可能に、上記支持受け金具12の枢設位
置より上部で枢設し、その枢設する押え保持金具13の
重心バランスにおいて、支柱体4に対して後方側を重く
して常に後ろ側に倒れるように枢設している。
As shown in FIGS. 2, 5 and 6, the holding metal fitting 13 is formed by forming a thick plate substantially in the shape of a U in substantially the same manner as the supporting metal fitting 12, as shown in FIGS. bolt,
The support shafts 19, 19, which are nuts, are inserted together with the support fittings 12 so as to be swingable, and are pivotally mounted above the pivoted position of the support fittings 12, so as to balance the center of gravity of the press-holding holding fittings 13 provided. The supporting body 4 is pivoted so that the rear side is heavy and always falls backward.

【0040】そして、押え保持金具13の左右の側面形
状は、図2及び図6に示すように、先部を略鉤状で凹曲
面側を横筋21の外周に略対応させて押え保持部20、
20として夫々形成している。
As shown in FIG. 2 and FIG. 6, the left and right side shapes of the holding metal fitting 13 are such that the front end is substantially hook-shaped and the concave curved surface side substantially corresponds to the outer periphery of the horizontal streak 21. ,
20, respectively.

【0041】なお、押え保持金具13の枢設において、
上記支持受け金具12の枢設位置より上部のほか、図示
はしていないが、該支持受け金具12の枢設位置と同軸
及び支持受け金具12の枢設位置より下部の支柱体4に
枢設しても同様に作用する。但し、上記と同様に押え保
持金具13の重心バランスにおいて、支柱体4に対して
後方側を重くして常に後ろ側に倒れるように枢設する。
In the pivoting of the holding metal fitting 13,
In addition to the portion above the pivotal position of the support fitting 12, although not shown, it is coaxial with the pivotal position of the support fitting 12 and pivotally attached to the column 4 below the pivotal position of the support fitting 12. It works in the same way. However, in the same manner as described above, in the balance of the center of gravity of the presser holding bracket 13, the rear side is made heavier with respect to the support body 4 and pivoted so as to always fall rearward.

【0042】そして、図2に示すように、支持受け金具
12と押え保持金具13で横筋21を保持した時、図
2、図6及び図7に示すように、上記挿通係止部18に
対応する押え保持金具13の左右位置に保持穴部22、
22を夫々開設し、該保持穴部22、22と挿通係止部
18に掛止ピン23を挿通してそれぞれを保持する。
As shown in FIG. 2, when the horizontal streak 21 is held by the support receiving fitting 12 and the press holding fitting 13, as shown in FIG. 2, FIG. 6 and FIG. Holding holes 22 at the left and right positions of
22 are respectively opened, and a retaining pin 23 is inserted into the holding holes 22, 22 and the insertion locking portion 18 to hold them.

【0043】また図2に示すように、上述した支柱体4
の下端部にベース連結金具6を介して支柱体用ベース台
5が設けられ、該ベース連結金具6は、連結部24及び
立設支持板25を有し、該連結部24は支柱体4を連結
保持する角パイプ状で形成し、該支柱体4と共にボルト
などの止め具9によって貫通保持され、また支柱体用ベ
ース台5はC型鋼で伏せたように形成されている。
Also, as shown in FIG.
Is provided at the lower end thereof via a base connection metal fitting 6, and the base connection metal fitting 6 has a connection portion 24 and an upright support plate 25. It is formed in the shape of a square pipe for connection and holding, and is penetrated and held together with the support 4 by a fastener 9 such as a bolt. The support base 5 is formed so as to face down with a C-shaped steel.

【0044】そして、該ベース連結金具6は、支柱体用
ベース台5上に保持金具26、26によって保持され、
該保持金具26は、断面Lアングル状にて形成され、支
柱体用ベース台5に立設支持板25を保持固定して各支
柱体4に連結されたベース金具6の各間隔を任意に設定
する。
The base connection fitting 6 is held on the support base base 5 by holding fittings 26, 26,
The holding bracket 26 is formed in an L-angle cross section, and holds and fixes the upright support plate 25 to the support base base 5 to arbitrarily set the intervals of the base fittings 6 connected to the support columns 4. I do.

【0045】また、特に上記間隔を絶えず変える必要の
ない時は、上記保持金具26を使用しないで支柱体用ベ
ース台5上に立設支持板25を直接溶接などで固定し
て、連結部24より支柱体4を着脱して繰返し使用す
る。
In particular, when it is not necessary to constantly change the distance, the upright supporting plate 25 is directly fixed on the support base base 5 by welding or the like without using the holding metal fitting 26, and the connecting portion 24 is fixed. The column 4 is attached and detached, and is used repeatedly.

【0046】しかして、図7に示すように、略長方形状
の枠体を形成した支柱体用ベース台5上に所用数の支柱
体4、4、…を各立設し、図2のごとく各支柱体4、
4、…の支持受け金具12の横筋受け部17、17に横
筋21を保持させ、さらに押え保持金具13の押え保持
部20、20で横筋21が浮上がらないように保持する
と共に保持穴部22、22と挿通係止部18に掛止ピン
23を挿通してそれぞれを保持する。
As shown in FIG. 7, the required number of columns 4, 4,... Are erected on a column base 5 having a substantially rectangular frame, as shown in FIG. Each strut 4,
The horizontal streaks 21 are held by the horizontal streak receiving portions 17 of the support receiving brackets 12, and the holding stairs 20, 20 of the holding and holding brackets 13 hold the horizontal streaks 21 so as not to float, and hold holes 22. , 22 and the insertion locking part 18 are inserted into the retaining pin 23 to hold them.

【0047】上記支持受け金具12の横筋受け部17、
17に横筋21を保持させることに於て、先ず支持受け
金具12を揺動させて該支持受け金具12の位置ストッ
パ部16を支柱体4に当接させ、その状態で横筋受け部
17、17に該横筋21を乗せる、その時支持受け金具
12は、常に後ろ側に倒れようとするので横筋21が横
筋受け部17、17に掛るように保持され、さらに押え
保持金具13で上から保持する。
The horizontal streak receiving portion 17 of the support receiving fitting 12,
In holding the horizontal streak 21 at 17, first, the support receiving member 12 is swung so that the position stopper portion 16 of the support receiving member 12 abuts on the column 4, and in this state, the horizontal streak receiving portions 17, 17 are provided. At this time, the support fitting 12 is held so as to always fall backward, so that the horizontal streak 21 is hooked on the transverse streak receiving portions 17, and furthermore, is held from above by the holding fixture 13.

【0048】そして、上述したように各支柱体4、4、
…に横筋21、21、…を支持受け金具12及び押え保
持金具13にてそれぞれ保持させ、さらに所定の施工規
格通り格子状に各横筋21、21、…を結束線27、2
7、…により保持させ一段目の仮組体28を形成し、順
次同様に所用段数組立て所定の仮組体28を形成する。
Then, as described above, each of the columns 4, 4,.
Are held by the support receiving bracket 12 and the holding metal fitting 13, respectively, and the horizontal streaks 21, 21,.
7, the first stage temporary assembly 28 is formed, and the required number of stages is assembled to form a predetermined temporary assembly 28 in the same manner.

【0049】その仮組体28が組上がったのち、図2に
示すように、支柱吊り架台2に釣支金具3を介して各支
柱体4、4、…の上部より連結すると共に支柱体用ベー
ス台5上のベース連結金具6に立設支持された各支柱体
4、4、…を切離し、図8に示すように、吊上げ用枠体
29及びワイヤー30によって、仮組治具体1と一体の
仮組体28を吊上げ、建て込み位置の縦筋31、31、
…まで移送する。
After the temporary assembly 28 is assembled, as shown in FIG. 2, the temporary assembly 28 is connected to the column suspension base 2 via the fishing bracket 3 from above the columns 4, 4. Each of the columns 4, 4,... Erected and supported by the base connection bracket 6 on the base 5 is separated, and integrated with the temporary assembly 1 by the lifting frame 29 and the wire 30, as shown in FIG. The temporary assembly 28 is lifted, and the vertical streaks 31, 31,
Transfer to ...

【0050】そして移送された、該仮組治具体1と一体
の仮組体28の横筋21、21、…と縦筋31、31、
…とを結束線27、27、…により結束保持させ、図9
に示すように、結束後、保持穴部22、22と挿通係止
部18に挿通された掛止ピン23を抜取ると、押え保持
金具13が矢視Aに示す後方に倒れ、その状態から仮組
治具体1を押下げる、つまり図中矢視B方向に支柱体4
を押下げる、すると支持受け金具12は、常に後ろ側に
重心があることから後ろ側に倒れ、横筋21が横筋受け
部17、17に掛らなくなり、よって図中矢視C方向に
回動して支持受け金具12が後方に倒れる。
Then, the horizontal streaks 21, 21,... And the vertical streaks 31, 31, of the temporary assembly 28 integrated with the temporary assembly specific 1 are transferred.
Are bound and held by binding wires 27, 27,.
As shown in (2), after the binding, when the retaining pins 23 inserted in the retaining holes 22, 22 and the insertion locking portion 18 are removed, the holding metal fitting 13 falls backward as shown by the arrow A, and from that state. Press down the temporary assembly control 1, that is, the support 4 in the direction of arrow B in the figure.
Is pressed down, the support bracket 12 always falls backward because of the center of gravity on the rear side, so that the horizontal streak 21 does not catch on the horizontal streak receiving portions 17, 17, and thus rotates in the direction of arrow C in the figure. The support fitting 12 falls backward.

【0051】このことから、仮組治具体1を押下げると
支持受け金具12、12、…が一斉に後方に倒れ、すべ
ての支持受け金具12、12、…が外れ仮組治具体1か
ら仮組体28が解放される。
From this, when the temporary set 1 is depressed, the support fittings 12, 12,... Fall down at the same time, and all the support fittings 12, 12,. The assembly 28 is released.

【0052】そして、仮組体28を仮組治具体1から解
放した後、該仮組治具体1を再び吊上げ支柱体用ベース
台5に移送して、該支柱体用ベース台5に仮組治具体1
を立設するという行程の繰返しとなる。
After releasing the temporary assembly 28 from the temporary assembly 1, the temporary assembly 1 is again transferred to the lifting column base 5, and the temporary assembly 2 is temporarily attached to the column base 5. Treatment 1
Is repeated.

【0053】なお、挿通係止部18を支持受け金具12
に設けているが、支持受け金具12を避けて、支柱体4
に設けても良く、要は横筋21を押え保持金具13にて
保持した時、押え保持金具13が回動しなければ特に設
ける場所はこだわらないが、図示は省略した。
Note that the insertion locking portion 18 is
, But avoiding the support fittings 12,
The point is that, when the horizontal streaks 21 are held by the holding metal fittings 13, the location where the holding metal fittings 13 do not rotate is not particularly specified, but is not shown.

【0054】また、支柱体4は、角パイプ状で形成され
ているが、特に角パイプ状にこだわらず他の形状の物で
も好ましい。
The support body 4 is formed in the shape of a square pipe. However, the support body 4 is not particularly limited to the shape of a square pipe, but may be formed in another shape.

【0055】[0055]

【発明の効果】本発明は、以上説明したような形態で実
施され、特に、請求項1では、鉄筋が仮組治具に仮組み
された該仮組治具を所定量押下げ可能状態で仮組体の横
筋を縦筋に結合させたのち、仮組治具をその所定量押下
げることで仮組治具から仮組体を一斉に解放する手段に
より施工することで、
The present invention is embodied in the form described above. In particular, in the first aspect, the rebar is temporarily assembled to the temporary assembly jig in a state where the temporary assembly jig can be pressed down by a predetermined amount. After connecting the horizontal streaks of the temporary assembly to the vertical streaks, the temporary assembly jig is pushed down by a predetermined amount, and the temporary assembly is simultaneously released from the temporary assembly jig by means of construction.

【0056】仮組治具に鉄筋を仮組みする前後の予備作
業が簡易に行え、仮組体を仮組治具体より一斉に解放す
ることが出来るので、仮組体がバランスを崩して全体が
崩れるおそれも無く、安全に、且つ迅速に作業が終了
し、作業全体の時間が大幅に短縮して施工でき、またそ
れによりコストの削減も出来る。
The preparatory work before and after temporarily reinforcing the temporary reinforcing jig can be easily performed, and the temporary assembled body can be released all at once from the temporary braiding process. The work can be safely and quickly completed without any risk of collapse, and the entire work can be performed with greatly reduced time, thereby reducing costs.

【0057】また、請求項2では、仮組治具の支柱体を
支柱吊り架台に釣支状態で移送することで、
According to the second aspect of the present invention, the support of the temporary assembly jig is transferred to the support suspension base in a fishing support state.

【0058】仮組治具に鉄筋を仮組みする前後の予備作
業が簡易に行え、且つ移送中の仮組体が異常に変形して
バランスを崩すことなく、強い支柱吊り架台に釣支され
て安定して安全に移送できる。
Preliminary work before and after temporarily assembling the rebar into the temporary assembly jig can be easily performed, and the temporary assembly during transfer is abnormally deformed and does not lose its balance. It can be transported stably and safely.

【0059】さらに、請求項3では、所定形状の支柱吊
り架台と、該支柱吊り架台に釣支金具を介して着脱可能
に釣支される所用数の支柱体と、該支柱体の所定位置に
所定間隔を持って支持受け金具及び押え保持金具を夫々
配し、該支持受け金具を厚板状で平面が略コの字状に形
成して支柱体の左右より狭持状に設け、且つ該支持受け
金具の上部が揺動できるように、該支持受け金具の下部
近傍を上記支柱体に枢設し、該支持受け金具の平面が略
コの字状の奥面部が支柱体に当接したとき、支柱体の左
右から横筋を支持できる程度に前方に突出させ、その突
出上部を横筋受け部として形成する。また上記横筋受け
部の横筋を上部より保持できるように、上記横筋受け部
に対応して上記押え保持金具を設けると共に該押え保持
金具の揺動を止める係止部材を設けているので、
Further, in the third aspect, a column-suspended gantry having a predetermined shape, a required number of columns which are detachably supported by the column-suspended gantry via fishing brackets, and a predetermined position of the column. A support bracket and a holding metal bracket are arranged at predetermined intervals, respectively, and the support bracket is formed in a thick plate shape, a substantially U-shaped plane, and provided in a holding shape from the left and right of the support body, and Near the lower part of the support bracket is pivotally mounted on the support so that the upper part of the support bracket can swing, and the back surface of the support bracket has a substantially U-shape in contact with the support. At this time, the support is made to project forward from the left and right sides of the support so as to support the horizontal streaks, and the protruding upper portion is formed as a horizontal streak receiving portion. Also, since the horizontal streaks of the horizontal streak receiving portion can be held from above, the holding member is provided corresponding to the horizontal streak receiving portion and the locking member for stopping the swing of the press holding member is provided.

【0060】仮組治具体に仮組体を組立てるとき、熟練
を要することなく非常に簡易な作業で完成させることが
でき、また仮組体の横筋を保持する支持受け金具が破損
すること無く強固に保持すると共に仮組体を仮組治具体
より解放することが効率よくでき、さらに支持受け金具
と押え保持金具を支柱体より取除くことなく作業が簡易
にでき、熟練者を要することなく作業時間及びコストの
削減が出来る。
Temporary assembly When specifically assembling the temporary assembly, it can be completed by a very simple operation without skill, and the support fittings for holding the horizontal streaks of the temporary assembly are firmly secured without being damaged. And the temporary assembly can be released more efficiently than the temporary assembly, and the work can be simplified without removing the support receiving bracket and the presser holding bracket from the support body, and work can be performed without the need for skilled personnel. Time and cost can be reduced.

【0061】加えて、請求項4では、支柱体に枢設され
た支持受け金具の重心を、支柱体に対して後方側となる
ように設けたことで、
In addition, in the fourth aspect, the center of gravity of the support bracket pivotally mounted on the support is provided so as to be on the rear side with respect to the support.

【0062】仮組体を仮組治具体より一斉に解放するこ
とが出来るので、仮組体がバランスを崩して全体が崩れ
るおそれも無く、安全に、且つ迅速に作業が終了し、作
業時間が大幅に短縮して施工でき、全体としてコストの
削減が出来る。よって実用的効果が著大である。
Since the temporary assembly can be released all at once by the temporary assembly process, there is no possibility that the temporary assembly will lose its balance and the whole will collapse. Work can be greatly shortened, and overall costs can be reduced. Therefore, the practical effect is remarkable.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の実施例の斜視図である。FIG. 1 is a perspective view of an embodiment of the present invention.

【図2】支柱体4の釣支状態を示す要部の側面図であ
る。
FIG. 2 is a side view of a main part showing a support state of a support body 4;

【図3】支柱体4に支持受け金具12を取付けた状態を
示す要部の側面図である。
FIG. 3 is a side view of a main part showing a state in which a support fitting 12 is attached to the column 4;

【図4】支柱体4に支持受け金具12を取付けた状態を
示す要部の平面断面図である。
FIG. 4 is a plan cross-sectional view of a main part showing a state in which a support fitting 12 is attached to the support 4;

【図5】支柱体4に支持受け金具12を取付けた状態を
示す要部の背面図である。
FIG. 5 is a rear view of a main part showing a state in which a support fitting 12 is attached to the column 4;

【図6】支柱体4に支持受け金具12及び押え保持金具
13を取付けた状態を示す要部の側面図である。
FIG. 6 is a side view of a main part showing a state in which a support fitting 12 and a holding fixture 13 are attached to the support body 4.

【図7】仮組体28を組立てる状態を示す斜視図であ
る。
FIG. 7 is a perspective view showing a state where the temporary assembly 28 is assembled.

【図8】仮組体28を建て込み位置に移送する状態を示
す斜視図である。
FIG. 8 is a perspective view showing a state where the temporary assembly 28 is transferred to a built-in position.

【図9】支持受け金具12及び押え保持金具13の動作
状態を示す要部の側面図である。
FIG. 9 is a side view of a main part showing an operation state of the support receiving metal fitting 12 and the holding metal fitting 13;

【符号の説明】[Explanation of symbols]

1 仮組治具体 2 支柱吊り架台 3 釣支金具 4 支柱体 5 支柱体用ベース台 6 ベース金具 12 支持受け金具 13 押え保持金具 14 支軸 17 横筋受け部 18 挿通係止部 19 支軸 21 横筋 22 保持穴部 23 掛止ピン 28 仮組体 31 縦筋 DESCRIPTION OF REFERENCE NUMERALS 1 Temporary braided concrete 2 Post hanging stand 3 Fishing bracket 4 Post 5 Post base 6 Base fitting 12 Support receiving fitting 13 Holding fixture 14 Supporting shaft 17 Horizontal streak receiving portion 18 Insertion locking portion 19 Supporting shaft 21 Horizontal streak 22 Holding Hole 23 Locking Pin 28 Temporary Assembly 31 Vertical Streak

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋の施工現場近傍で横筋を仮組治具に
仮組みして仮組体を形成する仮組行程と、仮組みした仮
組体を建て込み位置に釣支移送する行程と、建て込み位
置に立設された縦筋に、釣支移送された仮組体の横筋を
結合する行程を有する施工方法において、鉄筋が仮組治
具に仮組みされた該仮組治具を所定量押下げ可能状態で
仮組体の横筋を縦筋に結合させたのち、仮組治具をその
所定量押下げることで仮組治具から仮組体を一斉に解放
する手段により施工することを特徴とした鉄筋仮組施工
方法。
1. A temporary assembly process for temporarily assembling a horizontal bar in a temporary assembly jig near a construction site of a reinforcing bar to form a temporary assembly, and a process of transporting the temporarily assembled temporary assembly to a stowage position. In a construction method having a step of joining a horizontal streak of a temporarily assembled body transferred to a vertical streak erected at a built-in position, the temporary assembling jig in which a reinforcing bar is temporarily assembled into a temporary assembling jig. After connecting the horizontal streaks of the temporary assembly to the vertical streaks in a state where the temporary assembly can be pushed down by a predetermined amount, the temporary assembly jig is pushed down by the predetermined amount to release the temporary assembly from the temporary assembly jig all at once. A method for constructing a reinforcing bar temporary assembly, characterized in that:
【請求項2】 仮組治具の支柱体を支柱吊り架台に釣支
状態で移送することを特徴とした請求項1の鉄筋仮組施
工方法。
2. The method according to claim 1, wherein the column of the temporary assembly jig is transferred to the column suspension frame in a fishing support state.
【請求項3】 所定形状の支柱吊り架台と、該支柱吊り
架台に釣支金具を介して着脱可能に釣支される所用数の
支柱体と、該支柱体の所定位置に所定間隔を持って支持
受け金具及び押え保持金具を夫々配し、該支持受け金具
を厚板状で平面が略コの字状に形成して支柱体の左右よ
り狭持状に設け、且つ該支持受け金具の上部が揺動でき
るように、該支持受け金具の下部近傍を上記支柱体に枢
設し、該支持受け金具の平面が略コの字状の奥面部が支
柱体に当接したとき、支柱体の左右から横筋を支持でき
る程度に前方に突出させ、その突出上部を横筋受け部と
して形成する。また上記横筋受け部の横筋を上部より保
持できるように、上記横筋受け部に対応して上記押え保
持金具を設けると共に該押え保持金具の揺動を止める係
止部材を設けたことを特徴とする鉄筋仮組治具。
3. A support column having a predetermined shape, a required number of support members which are detachably supported by the support structure via a fishing bracket, and a predetermined distance between the support members and a predetermined position of the support member. A supporting member and a holding member are provided, and the supporting member is formed in a thick plate shape and has a substantially U-shaped plane, and is provided so as to be narrower than the right and left sides of the support body; So that the lower part of the support bracket is pivotally mounted on the column, and when the back surface of the support bracket has a substantially U-shape in contact with the column, The lateral streaks are made to protrude forward from the left and right to the extent that they can be supported, and the protruding upper portion is formed as a lateral streak receiving portion. Further, in order to hold the horizontal streak of the horizontal streak receiving portion from above, the holding member is provided corresponding to the horizontal streak receiving portion, and a locking member for stopping the swing of the holding member is provided. Reinforcing bar temporary jig.
【請求項4】 請求項3の支柱体に枢設された支持受け
金具の重心を、支柱体に対して後方側となるように設け
たことを特徴とする鉄筋仮組治具。
4. A temporary reinforcing bar jig according to claim 3, wherein the center of gravity of the support bracket pivotally provided on the column is provided on the rear side with respect to the column.
JP33836899A 1999-10-21 1999-10-21 Method of temporarily assembling reinforcement and temporary assembling jig therefor Pending JP2001115649A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33836899A JP2001115649A (en) 1999-10-21 1999-10-21 Method of temporarily assembling reinforcement and temporary assembling jig therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33836899A JP2001115649A (en) 1999-10-21 1999-10-21 Method of temporarily assembling reinforcement and temporary assembling jig therefor

Publications (1)

Publication Number Publication Date
JP2001115649A true JP2001115649A (en) 2001-04-24

Family

ID=18317505

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33836899A Pending JP2001115649A (en) 1999-10-21 1999-10-21 Method of temporarily assembling reinforcement and temporary assembling jig therefor

Country Status (1)

Country Link
JP (1) JP2001115649A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012102558A (en) * 2010-11-11 2012-05-31 Kajima Corp Reinforcement transfer equipment and construction method using the same
JP2017043952A (en) * 2015-08-26 2017-03-02 東急建設株式会社 Reinforcing bar ground assembly device and reinforcing bar ground assembly method
JP2018100589A (en) * 2018-02-07 2018-06-28 東急建設株式会社 Basic assembly steel bar construction method
JP2020084701A (en) * 2018-11-30 2020-06-04 山本建設 株式会社 Reinforcement support structure, reinforcement support module, and reinforcement support jig
JP2020097883A (en) * 2018-12-14 2020-06-25 株式会社京都スペーサー Horizontal reinforcement bar arrangement apparatus

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012102558A (en) * 2010-11-11 2012-05-31 Kajima Corp Reinforcement transfer equipment and construction method using the same
JP2017043952A (en) * 2015-08-26 2017-03-02 東急建設株式会社 Reinforcing bar ground assembly device and reinforcing bar ground assembly method
JP2018100589A (en) * 2018-02-07 2018-06-28 東急建設株式会社 Basic assembly steel bar construction method
JP2020084701A (en) * 2018-11-30 2020-06-04 山本建設 株式会社 Reinforcement support structure, reinforcement support module, and reinforcement support jig
JP2020097883A (en) * 2018-12-14 2020-06-25 株式会社京都スペーサー Horizontal reinforcement bar arrangement apparatus

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