JP2005264560A - Device for arranging vertical reinforcement - Google Patents

Device for arranging vertical reinforcement Download PDF

Info

Publication number
JP2005264560A
JP2005264560A JP2004078709A JP2004078709A JP2005264560A JP 2005264560 A JP2005264560 A JP 2005264560A JP 2004078709 A JP2004078709 A JP 2004078709A JP 2004078709 A JP2004078709 A JP 2004078709A JP 2005264560 A JP2005264560 A JP 2005264560A
Authority
JP
Japan
Prior art keywords
vertical
base end
template
receiving member
predetermined
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
JP2004078709A
Other languages
Japanese (ja)
Inventor
Kaname Kato
要 加藤
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 JP2004078709A priority Critical patent/JP2005264560A/en
Publication of JP2005264560A publication Critical patent/JP2005264560A/en
Pending legal-status Critical Current

Links

Images

Landscapes

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

Abstract

<P>PROBLEM TO BE SOLVED: To provide a device for arranging a vertical reinforcement, which enables the vertical reinforcement to be efficiently arranged without dangerous elevated level work and which can be easily carried out in a prefabrication site and the like because its is compact. <P>SOLUTION: A template 2, where a plurality of insertion holes 1 are provided at predetermined vertical and horizontal intervals, is vertically erected; a base end retainer member 4, which is turnably supported in a vertical section orthogonal to a plurality of crosspieces 3 provided at predetermined intervals, is arranged in such a manner as to face the undersurface side of the template 2, in a vertically rotated state; each of the vertical reinforcements A is laid between each of the insertion holes 1 of the laterally-facing template 2 and each of the cross pieces 3 of the member 4 which is vertically formed like a shelf, so that the side of its leading end can be prevented from coming off from each of the insertion holes 1; the member 4 is horizontally rotated when the template 2 is horizontally lifted up, so that the base end side of each of the vertical reinforcements A can be naturally extracted from the top of each of the crosspieces 3; and the respective vertical reinforcements A are hung down at predetermined vertical and horizontal intervals for the arrangement of the respective vertical reinforcements A, so as to be capable of being efficiently arranged without the dangerous elevated level work. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、鉄筋工事における柱や壁等の縦筋を効率よく配筋するための縦筋配筋用装置に関するものである。   The present invention relates to a vertical bar arrangement device for efficiently arranging vertical bars such as columns and walls in reinforcing bar construction.

従来、鉄筋工事における柱や壁等の配筋作業では、上部と下部に足場を設けた地組み場等に縦筋を運び込み、それぞれの足場に配置された作業者が1本ずつの縦筋を位置決めしながらフープ筋等の横筋を接合して、立体的な鉄筋籠を形成している。この地組み場等で形成された鉄筋籠は、クレーン等で建設現場に吊り下げられ、各縦筋が下層側の縦筋に接続される。壁等の鉄筋籠の場合は、隣接する鉄筋籠とも接続されることがある。   Conventionally, in reinforcement work such as pillars and walls in rebar construction, the vertical bars are carried to the groundwork where the upper and lower scaffolds are provided, and the workers placed on each scaffold move one vertical bar at a time. While positioning, horizontal bars such as hoop bars are joined together to form a three-dimensional reinforcing bar rod. Reinforcing rods formed in this groundwork site are suspended from a construction site by a crane or the like, and each vertical bar is connected to a vertical bar on the lower layer side. In the case of a reinforcing bar rod such as a wall, it may be connected to an adjacent reinforcing rod rod.

柱や壁等の縦筋は長さが数mの長尺物でハンドリングがし難く、かつ、地組み場等の上部足場はかなり高い位置となるので、従来の配筋作業は作業性が極めて悪く、かつ、高所作業の危険が伴う問題があった。このような問題に対して、配筋される縦筋の上端部をアタッチメントを介して懸吊し、横筋と接合すべき位置まで移動させるようにした配筋装置がある(例えば、特許文献1参照。)。特許文献1に記載されたものでは、脚部に車輪を配設した門形の上梁にカーテン式のレールを配設し、このレールにアタッチメントをスライド自在に垂下した配筋装置や、アタッチメントを垂設したカーテン式のレールが配設された梁部材をクレーンで吊り下げるようにした配筋装置が提案されている。   Longitudinal bars such as pillars and walls are several meters long and difficult to handle, and the upper scaffolding such as the groundwork is quite high, so the conventional bar arrangement work is extremely workable. There was a problem that was bad and accompanied by the danger of working at height. For such a problem, there is a bar arrangement device in which the upper end portion of the vertical bar to be laid is suspended through an attachment and moved to a position where it should be joined to the horizontal bar (see, for example, Patent Document 1). .) In the device disclosed in Patent Document 1, a curtain-type rail is disposed on a gate-shaped upper beam having wheels disposed on legs, and a bar arrangement device or an attachment that hangs an attachment freely on the rail. A bar arrangement device has been proposed in which a beam member on which a suspended curtain rail is arranged is suspended by a crane.

特開平7−247693号公報(第2−3頁、第1−6図)Japanese Patent Laid-Open No. 7-247893 (page 2-3, FIG. 1-6)

上述した特許文献1に記載された配筋装置は、縦筋のハンドリング性は改善できるが、縦向きにした縦筋を1本ずつ高所でアタッチメントに懸吊して、横筋と接合される位置へ個別に配筋する必要があるので、危険な高所作業が残るとともに、縦筋の位置決めに手間がかかる問題がある。また、縦筋をレールに懸吊しているので、縦筋を縦横方向に立体的に配筋するためには多数のレールを配設する必要があり、配筋装置が非常に大掛かりなものとなって地組み場等への持ち込みが大事となる問題もある。   Although the bar arrangement apparatus described in Patent Document 1 described above can improve the handling of the vertical bars, the vertical bars are suspended one by one on the attachment at a height and joined to the horizontal bars. Since it is necessary to arrange the bars individually, there is a problem that a dangerous work at a high place remains and it takes time to position the vertical bars. Also, since the vertical bars are suspended from the rails, it is necessary to arrange a large number of rails in order to arrange the vertical bars three-dimensionally in the vertical and horizontal directions, and the bar arrangement device is very large. There is also a problem that it is important to bring it to the ground.

そこで、本発明の課題は、危険な高所作業なしで効率よく縦筋を配筋でき、かつ、コンパクトで地組み場等への持ち込みが容易な縦筋配筋用装置を提供することである。   Accordingly, an object of the present invention is to provide a vertical bar arrangement device that can efficiently arrange vertical bars without dangerous work at a high place, and that is compact and easy to bring into a construction site or the like. .

上記の課題を解決するために、本発明の縦筋配筋用装置は、配筋される各縦筋の先端側を差し込む複数の差込孔が所定の縦横間隔で設けられたテンプレートと、前記各縦筋の基端側を載せる複数の桟が所定の間隔で設けられ、これらの桟と直交する垂直断面内で回動自在に支持された基端受け部材とからなり、前記テンプレートを垂直に立て、前記基端受け部材を垂直に回動させた状態で前記テンプレートの下面側と対向配置し、このテンプレートを垂直に立てたときに横向きとなる前記各差込孔と、基端受け部材を垂直に回動させた状態で上下に棚状となる前記各桟とに、前記各縦筋の先端側と基端側とを略平行に差し渡して、各縦筋の先端側を各差込孔に抜け止めし、前記テンプレートをその下面側を下向きにして水平に吊り上げたときに前記基端受け部材が水平向きに回動して、前記各縦筋の基端側が前記各桟上から抜き出され、前記各縦筋が配筋される所定の縦横間隔で吊り下げられるようにした構成を採用した。   In order to solve the above-described problems, the vertical bar arrangement device according to the present invention includes a template in which a plurality of insertion holes for inserting the distal ends of the vertical bars to be arranged are provided at predetermined vertical and horizontal intervals, and A plurality of crosspieces on which the base end side of each vertical bar is placed are provided at predetermined intervals, and are composed of base end receiving members that are rotatably supported in a vertical cross section perpendicular to these crosspieces, and the template is vertically arranged The base end receiving member is arranged to face the lower surface side of the template in a state where the base end receiving member is vertically rotated. The leading end side and the base end side of each vertical bar are passed in parallel to the respective rails that are vertically shelf-like when rotated vertically, and the leading end side of each vertical bar is inserted into each insertion hole. When the template is lifted horizontally with its bottom side facing down The base end receiving member is rotated in the horizontal direction so that the base end side of each vertical bar is pulled out from each bar and suspended at a predetermined vertical and horizontal interval at which each vertical bar is arranged. The configuration was adopted.

すなわち、配筋される各縦筋の先端側を差し込む複数の差込孔が所定の縦横間隔で設けられたテンプレートを垂直に立て、各縦筋の基端側を載せる複数の桟が所定の間隔で設けられ、これらの桟と直交する垂直断面内で回動自在に支持された基端受け部材を垂直に回動させた状態でテンプレートの下面側と対向配置し、このテンプレートを垂直に立てたときに横向きとなる各差込孔と、基端受け部材を垂直に回動させた状態で上下に棚状となる各桟とに、各縦筋の先端側と基端側とを略平行に差し渡して、各縦筋の先端側を各差込孔に抜け止めし、テンプレートをその下面側を下向きにして水平に吊り上げたときに基端受け部材が水平向きに回動して、各縦筋の基端側が各桟上から自然に抜き出され、各縦筋が配筋される所定の縦横間隔で吊り下げられるようにすることにより、危険な高所作業なしで効率よく縦筋を配筋でき、かつ、コンパクトで地組み場等への持ち込みが容易なものとした。   That is, a template in which a plurality of insertion holes for inserting the distal end side of each vertical bar to be arranged is provided at a predetermined vertical and horizontal interval, and a plurality of crosspieces on which the base end side of each vertical bar is placed at a predetermined interval The base end receiving member that is rotatably supported in a vertical cross section perpendicular to the crosspieces is vertically opposed to the lower surface side of the template, and the template is set up vertically. Sometimes the insertion holes that are horizontally oriented and the bars that are vertically shelf-like with the proximal end receiving member rotated vertically, the distal end side and the proximal end side of each vertical bar are approximately parallel When the template is lifted horizontally with the bottom side facing downward, the base end receiving member rotates horizontally, and the vertical end of each longitudinal bar is retained in the insertion hole. The base end side is pulled out naturally from the top of each bar and hung at predetermined vertical and horizontal intervals where each vertical bar is laid out. By so lowered, without dangerous aerial platform can be efficiently reinforcement vertical streak and bring to Chikumi field or the like is assumed facilitate a compact.

前記基端受け部材を、一対の対向する側枠の片側辺に所定の間隔で複数の溝を設けたものとし、前記各桟をこれらの対向する側枠の各溝に差し渡すようにすることにより、各桟を容易に所定の間隔で配置することができる。   The base end receiving member is provided with a plurality of grooves at predetermined intervals on one side of a pair of opposing side frames, and the crosspieces are passed to the grooves of the opposing side frames. Thus, the crosspieces can be easily arranged at a predetermined interval.

前記各溝を、前記一対の対向する側枠を垂直に回動させた状態で、その開口が斜め上向きとなるように、前記テンプレートの下面側と対向する側枠の片側辺に設けることにより、側枠を垂直に回動させたときに、桟の溝からの抜け落ちを防止することができる。   By providing each groove on one side of the side frame facing the lower surface side of the template so that the opening is obliquely upward with the pair of opposing side frames rotated vertically, When the side frame is rotated vertically, it can be prevented from coming off from the groove of the crosspiece.

前記各溝の開口からの前記各桟の抜け止めをする手段を設けることにより、縦筋の基端側が各桟上から抜き出されるときに、桟が縦筋と一緒に溝から抜き出されるのを防止することができる。   By providing means for preventing the bars from coming off from the openings of the grooves, the bars are pulled out of the grooves together with the vertical bars when the base end side of the vertical bars is extracted from the top of the bars. Can be prevented.

前記垂直に回動させた基端受け部材を回り止めする手段を設けることにより、縦筋の基端側を安定して桟に差し渡すことができる。   By providing a means for preventing the base end receiving member rotated vertically, the base end side of the vertical bar can be stably passed to the crosspiece.

前記所定の縦横間隔で吊り下げられた各縦筋の基端側を、所定の縦横間隔で位置決め固定するゲージプレートを設けることにより、フープ筋等の横筋を容易に精度よく縦筋に接合することができる。   By providing a gauge plate for positioning and fixing the base end side of each vertical bar suspended at a predetermined vertical and horizontal interval at a predetermined vertical and horizontal interval, the horizontal line such as a hoop line can be easily and accurately joined to the vertical bar. Can do.

本発明の縦筋配筋用装置は、配筋される各縦筋の先端側を差し込む複数の差込孔が所定の縦横間隔で設けられたテンプレートを垂直に立て、各縦筋の基端側を載せる複数の桟が所定の間隔で設けられ、これらの桟と直交する垂直断面内で回動自在に支持された基端受け部材を垂直に回動させた状態でテンプレートの下面側と対向配置し、このテンプレートを垂直に立てたときに横向きとなる各差込孔と、基端受け部材を垂直に回動させた状態で上下に棚状となる各桟とに、各縦筋の先端側と基端側とを略平行に差し渡して、各縦筋の先端側を各差込孔に抜け止めし、テンプレートをその下面側を下向きにして水平に吊り上げたときに基端受け部材が水平向きに回動して、各縦筋の基端側が各桟上から自然に抜き出され、各縦筋が配筋される所定の縦横間隔で吊り下げられるようにしたので、危険な高所作業なしで効率よく縦筋を配筋でき、かつ、コンパクトで地組み場等への持ち込みが容易なものとすることができる。   The vertical bar arrangement device according to the present invention is a vertical arrangement of a template in which a plurality of insertion holes for inserting the front end side of each vertical bar to be arranged are provided at predetermined vertical and horizontal intervals, and the base end side of each vertical bar A plurality of crosspieces are provided at predetermined intervals, and are arranged opposite to the lower surface side of the template in a state in which the base end receiving member that is rotatably supported in a vertical cross section perpendicular to the crosspieces is vertically rotated. When the template is erected vertically, each insertion hole that is turned sideways and each beam that is vertically shelf-like when the base end receiving member is rotated vertically are connected to the distal end side of each vertical bar. When the template is lifted horizontally with its bottom side facing down, the base end receiving member is oriented horizontally. The base end side of each vertical bar is naturally extracted from the top of each bar, and each vertical bar is placed. Since such suspended in vertical and horizontal intervals, with no dangerous aerial efficiently vertical streak can reinforcement, and can be brought in a compact to Chikumi lot or the like and easy.

前記基端受け部材を、一対の対向する側枠の片側辺に所定の間隔で複数の溝を設けたものとし、各桟をこれらの対向する側枠の各溝に差し渡すようにすることにより、各桟を容易に所定の間隔で配置することができる。   The base end receiving member is provided with a plurality of grooves at predetermined intervals on one side of a pair of opposing side frames, and each crosspiece is passed through each groove of the opposing side frames. Each crosspiece can be easily arranged at a predetermined interval.

前記各溝を、一対の対向する側枠を垂直に回動させた状態で、その開口が斜め上向きとなるように、テンプレートの下面側と対向する側枠の片側辺に設けることにより、側枠を垂直に回動させたときに、桟の溝からの抜け落ちを防止することができる。   By providing each groove on one side of the side frame facing the lower surface side of the template so that the opening is obliquely upward with the pair of opposed side frames rotated vertically, the side frame When the frame is rotated vertically, it can be prevented from falling off from the groove of the crosspiece.

前記各溝の開口からの前記各桟の抜け止めをする手段を設けることにより、縦筋の基端側が各桟上から抜き出されるときに、桟が縦筋と一緒に溝から抜き出されるのを防止することができる。   By providing means for preventing the bars from coming off from the openings of the grooves, the bars are pulled out of the grooves together with the vertical bars when the base end side of the vertical bars is extracted from the top of the bars. Can be prevented.

前記垂直に回動させた基端受け部材を回り止めする手段を設けることにより、縦筋の基端側を安定して桟に差し渡すことができる。   By providing a means for preventing the base end receiving member rotated vertically, the base end side of the vertical bar can be stably passed to the crosspiece.

前記所定の縦横間隔で吊り下げられた各縦筋の基端側を、所定の縦横間隔で位置決め固定するゲージプレートを設けることにより、フープ筋等の横筋を容易に精度よく縦筋に接合することができる。   By providing a gauge plate for positioning and fixing the base end side of each vertical bar suspended at a predetermined vertical and horizontal interval at a predetermined vertical and horizontal interval, the horizontal line such as a hoop line can be easily and accurately joined to the vertical bar. Can do.

以下、図面に基づき、本発明の実施形態を説明する。この縦筋配筋用装置は、図1および図2に示すように、配筋される各縦筋Aの先端側を差し込む複数の差込孔1が所定の縦横間隔で設けられたテンプレート2と、各縦筋Aの基端側を載せる複数の桟3が所定の間隔で設けられ、桟3と直交する垂直断面内で回動自在に支持された基端受け部材4とからなり、テンプレート2を垂直に立て、基端受け部材4を垂直に回動させた状態でテンプレート2の下面側と対向配置し、テンプレート2の横向きとなる各差込孔1と、上下に棚状となる基端受け部材4の各桟3とに、各縦筋Aの先端側と基端側とを略平行に差し渡すようにしたものである。各縦筋Aはねじ付きのものであり、その先端側には縦筋接続用のナットBが螺着されて、各差込孔1に抜け止めされるようになっている。このように各縦筋Aの先端側を各差込孔1に抜け止めしたテンプレート2は、後述するように、下面側を下向きにしてクレーン等で水平に吊り上げられる。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. As shown in FIGS. 1 and 2, this vertical bar arrangement device includes a template 2 in which a plurality of insertion holes 1 for inserting the distal ends of the vertical bars A to be arranged are provided at predetermined vertical and horizontal intervals. A plurality of crosspieces 3 on which the base end sides of the vertical bars A are placed are provided at predetermined intervals, and are composed of a base end receiving member 4 that is rotatably supported in a vertical cross section orthogonal to the crosspieces 3. Is placed vertically and the base end receiving member 4 is rotated vertically, and is placed opposite to the lower surface side of the template 2, the insertion holes 1 that face the template 2, and the base ends that are vertically shelf-like The top side and the base end side of each vertical bar A are passed to each crosspiece 3 of the receiving member 4 substantially in parallel. Each vertical bar A is threaded, and a nut B for connecting the vertical bar is screwed to the tip side of the vertical bar A so as to be prevented from coming off in each insertion hole 1. As described later, the template 2 in which the leading ends of the vertical bars A are prevented from coming off in the respective insertion holes 1 is lifted horizontally by a crane or the like with the lower surface side facing downward.

前記テンプレート2は柱用の縦筋Aを配筋するためのものであり、図3(a)、(b)に示すように、外形が正方形で中央部が正方形に繰り貫かれた額縁状とされ、額縁部に差込孔1が所定の縦横間隔で設けられている。テンプレート2の下面側の各差込孔1の入口には、縦筋A先端側の差し込みを容易にするために口拡がりの案内筒5が取り付けられている。また、テンプレート2の外周には、垂直に立てたときの倒れを防止する縦枠6が取り付けられ、縦枠6のテンプレート2上面側への張り出し部中央には、吊り具装着用の一対の吊り孔7が設けられている。   The template 2 is used for arranging the vertical bars A for pillars, and as shown in FIGS. 3 (a) and 3 (b), a frame shape in which the outer shape is a square and the center is rolled into a square. The insertion holes 1 are provided at predetermined vertical and horizontal intervals in the frame portion. At the entrance of each insertion hole 1 on the lower surface side of the template 2, a widened guide tube 5 is attached in order to facilitate insertion of the longitudinal muscle A tip side. Further, a vertical frame 6 is attached to the outer periphery of the template 2 to prevent it from falling down when it is set up vertically, and a pair of suspensions for attaching a lifting tool is provided at the center of the protruding portion of the vertical frame 6 on the upper surface side of the template 2. A hole 7 is provided.

前記基端受け部材4は、図4に示すように、基台8に回動自在に支持された一対の対向する側枠9の片側辺に所定の間隔で溝10を設け、これらの各側枠9の溝10間に、ねじ棒で形成した各桟3を差し渡したものである。各溝10は、各側枠9を垂直に回動させた状態でその開口が斜め上向きとなるように、テンプレート2の下面側と対向する側の辺に設けられ、基台8には、垂直に回動された各側枠9を回り止めするストッパ11が設けられている。また、各側枠9には、各溝10の開口側で各桟3の抜け落ちを防止する止めバー12が、各桟3と直角方向に取り付けられ、ねじ棒で形成された各桟3の両端部には、その軸方向への抜け止めをするナット13が螺着されている。   As shown in FIG. 4, the base end receiving member 4 is provided with grooves 10 at predetermined intervals on one side of a pair of opposing side frames 9 that are rotatably supported by a base 8. Each cross 3 formed with a screw rod is passed between the grooves 10 of the frame 9. Each groove 10 is provided on a side opposite to the lower surface side of the template 2 so that the opening thereof is obliquely upward when each side frame 9 is vertically rotated. A stopper 11 is provided to prevent the rotation of each side frame 9 that has been rotated. Further, each side frame 9 is provided with a stop bar 12 that prevents the crosspieces 3 from falling off at the opening side of each groove 10 in a direction perpendicular to the crosspieces 3 and both ends of each crosspiece 3 formed by screw rods. A nut 13 is screwed onto the portion to prevent the shaft from coming off.

前記各縦筋Aの先端側を各差込孔1に抜け止めしたテンプレート2は、図5に示すように、各吊り孔7にシャックル14を介してワイヤロープ15を取り付けられ、下面側を下向きにしてクレーン等で水平に吊り上げられる。このとき、基台8のストッパ11が取り外され、テンプレート2と各縦筋Aの吊り上げに伴って、基端受け部材4の各側枠9が水平方向へ回動し、各縦筋Aの基端側が各桟3上から自然に抜き出されて、図6に示すように、各縦筋Aが所定の縦横間隔で吊り下げられる。   As shown in FIG. 5, the template 2 in which the distal end side of each longitudinal bar A is prevented from coming off in each insertion hole 1 has a wire rope 15 attached to each suspension hole 7 through a shackle 14, and the lower surface side faces downward. Then, it is lifted horizontally by a crane or the like. At this time, the stopper 11 of the base 8 is removed, and as the template 2 and the vertical bars A are lifted, the side frames 9 of the base end receiving member 4 are rotated in the horizontal direction. The end side is naturally extracted from the top of each crosspiece 3, and as shown in FIG. 6, the vertical stripes A are suspended at predetermined vertical and horizontal intervals.

前記各縦筋Aを所定の縦横間隔で吊り下げたテンプレート2は、クレーン等で地組み場に運ばれ、図7に示すように、床置されたゲージプレート16に所定の縦横間隔で取り付けられた口拡がりの案内筒17に、各縦筋Aの基端側が差し込まれて位置決め固定される。   The template 2 in which the vertical bars A are suspended at predetermined vertical and horizontal intervals is carried to the assembly site by a crane or the like, and is attached to the gauge plate 16 placed at a predetermined vertical and horizontal interval as shown in FIG. The base end side of each vertical bar A is inserted into the guide tube 17 having a widened opening, and is positioned and fixed.

このように、各縦筋Aの先端側と基端側を、水平に吊り下げたテンプレート2と床置きしたゲージプレート16とに固定した状態で、フープ筋等の横筋が接合されて、立体的な鉄筋籠が形成される。形成された鉄筋籠は、そのままテンプレート2に吊り下げられて建設現場へクレーン等で運ばれて、各縦筋Aの基端側が下層側の縦筋と接続され、先端側のナットBが取り外されて、テンプレート2が上方へ抜き取られる。なお、取り外された各ナットBは、上層側の縦筋との接続に使用される。   In this way, with the distal end side and the proximal end side of each vertical bar A fixed to the horizontally suspended template 2 and the gauge plate 16 placed on the floor, horizontal bars such as hoop bars are joined to form a three-dimensional shape. Reinforcing rods are formed. The formed reinforcing bar rod is hung on the template 2 as it is and is transported to the construction site by a crane or the like. The base end side of each vertical bar A is connected to the vertical bar on the lower layer side, and the nut B on the front end side is removed. Thus, the template 2 is extracted upward. The removed nuts B are used for connection with the upper vertical bars.

上述した実施形態では、柱用の縦筋を配筋するものとしたが、本発明に係る縦筋配筋用装置は、テンプレートの形状とその差込孔の縦横間隔を任意に設計することができ、壁用の縦筋を配筋することもできる。また、基端受け部材の各桟を一対の側枠に設けた溝に差し渡すようにしたが、各桟は側枠と一体に設けることもできる。   In the embodiment described above, the vertical bars for columns are arranged, but the vertical bar arrangement device according to the present invention can arbitrarily design the shape of the template and the vertical and horizontal intervals of the insertion holes. Yes, you can also arrange vertical bars for walls. In addition, each crosspiece of the base end receiving member is inserted into a groove provided in the pair of side frames.

縦筋配筋用装置の実施形態を示す一部省略側面図Partially omitted side view showing an embodiment of an apparatus for longitudinal bar arrangement 図1のII−II線に沿った断面図Sectional view along the line II-II in FIG. aは図1のテンプレートの下面側からの斜視図、bはaの上面側からの斜視図1 is a perspective view from the lower surface side of the template of FIG. 1, and b is a perspective view from the upper surface side of a. 図1の基端受け部材を示す分解斜視図The disassembled perspective view which shows the base end receiving member of FIG. 図1のテンプレートを水平に吊り上げる途中の状態を示す一部省略側面図FIG. 1 is a partially omitted side view showing a state in the middle of lifting the template of FIG. 1 horizontally. 図1のテンプレートを水平に吊り上げた状態を示す一部省略側面図FIG. 1 is a partially omitted side view showing a state in which the template of FIG. 1 is suspended horizontally. 図5でテンプレートに吊り下げた各縦筋の基端側をゲージプレートで位置決め固定した状態を示す一部省略側面図FIG. 5 is a partially omitted side view showing a state in which the proximal end side of each vertical bar suspended from the template is positioned and fixed by a gauge plate.

符号の説明Explanation of symbols

1 差込孔
2 テンプレート
3 桟
4 基端受け部材
5 案内筒
6 縦枠
7 吊り孔
8 基台
9 側枠
10 溝
11 ストッパ
12 止めバー
13 ナット
14 シャックル
15 ワイヤロープ
16 ゲージプレート
17 案内筒
1 Insertion hole 2 Template 3 Crosspiece 4 Base end receiving member 5 Guide tube 6 Vertical frame 7 Suspension hole 8 Base 9 Side frame 10 Groove 11 Stopper 12 Stop bar 13 Nut 14 Shackle 15 Wire rope 16 Gauge plate 17 Guide tube

Claims (6)

配筋される各縦筋の先端側を差し込む複数の差込孔が所定の縦横間隔で設けられたテンプレートと、前記各縦筋の基端側を載せる複数の桟が所定の間隔で設けられ、これらの桟と直交する垂直断面内で回動自在に支持された基端受け部材とからなり、前記テンプレートを垂直に立て、前記基端受け部材を垂直に回動させた状態で前記テンプレートの下面側と対向配置し、このテンプレートを垂直に立てたときに横向きとなる前記各差込孔と、基端受け部材を垂直に回動させた状態で上下に棚状となる前記各桟とに、前記各縦筋の先端側と基端側とを略平行に差し渡して、各縦筋の先端側を各差込孔に抜け止めし、前記テンプレートをその下面側を下向きにして水平に吊り上げたときに前記基端受け部材が水平向きに回動して、前記各縦筋の基端側が前記各桟上から抜き出され、前記各縦筋が配筋される所定の縦横間隔で吊り下げられるようにした縦筋配筋用装置。   A template in which a plurality of insertion holes for inserting the distal end side of each vertical bar to be arranged are provided at predetermined vertical and horizontal intervals, and a plurality of crosspieces on which the base end side of each vertical bar is provided at predetermined intervals, A base end receiving member that is rotatably supported in a vertical cross section perpendicular to the crosspieces, the template is set up vertically, and the base end receiving member is rotated vertically. To each side of the insertion hole that is placed opposite to the side and becomes horizontal when this template is set up vertically, and to each of the crosspieces that are vertically shelf-like in a state where the base end receiving member is rotated vertically, When the distal end side and the proximal end side of each vertical bar are passed substantially in parallel, the front end side of each vertical bar is prevented from coming off in each insertion hole, and the template is lifted horizontally with its lower surface facing downward The base end receiving member pivots horizontally to Side is withdrawn from the respective 桟上, the longitudinal muscle reinforcement for devices each longitudinal muscle was to be hung at a predetermined aspect intervals being Haisuji. 前記基端受け部材を、一対の対向する側枠の片側辺に所定の間隔で複数の溝を設けたものとし、前記各桟をこれらの対向する側枠の各溝に差し渡すようにした請求項1に記載の縦筋配筋用装置。   The base end receiving member is provided with a plurality of grooves at predetermined intervals on one side of a pair of opposing side frames, and the crosspieces are passed to the grooves of the opposing side frames. Item 2. The apparatus for longitudinal muscle reinforcement according to Item 1. 前記各溝を、前記一対の対向する側枠を垂直に回動させた状態で、その開口が斜め上向きとなるように、前記テンプレートの下面側と対向する側枠の片側辺に設けた請求項2に記載の縦筋配筋用装置。   The grooves are provided on one side of the side frame facing the lower surface side of the template so that the opening is obliquely upward with the pair of opposed side frames rotated vertically. 2. The apparatus for longitudinal reinforcement arrangement according to 2. 前記各溝の開口からの前記各桟の抜け止めをする手段を設けた請求項2または3に記載の縦筋配筋用装置。   The apparatus for longitudinal bar arrangement according to claim 2 or 3, further comprising means for preventing the bars from coming off from the openings of the grooves. 前記垂直に回動させた基端受け部材を回り止めする手段を設けた請求項1乃至4のいずれかに記載の縦筋配筋用装置。   The vertical bar arrangement device according to any one of claims 1 to 4, further comprising means for preventing the base end receiving member rotated vertically. 前記所定の縦横間隔で吊り下げられた各縦筋の基端側を、所定の縦横間隔で位置決め固定するゲージプレートを設けた請求項1乃至5のいずれかに記載の縦筋配筋用装置。   The apparatus for longitudinal bar arrangement according to any one of claims 1 to 5, further comprising a gauge plate for positioning and fixing the base end side of each vertical bar suspended at the predetermined vertical and horizontal intervals at predetermined vertical and horizontal intervals.
JP2004078709A 2004-03-18 2004-03-18 Device for arranging vertical reinforcement Pending JP2005264560A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004078709A JP2005264560A (en) 2004-03-18 2004-03-18 Device for arranging vertical reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004078709A JP2005264560A (en) 2004-03-18 2004-03-18 Device for arranging vertical reinforcement

Publications (1)

Publication Number Publication Date
JP2005264560A true JP2005264560A (en) 2005-09-29

Family

ID=35089397

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004078709A Pending JP2005264560A (en) 2004-03-18 2004-03-18 Device for arranging vertical reinforcement

Country Status (1)

Country Link
JP (1) JP2005264560A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009121108A (en) * 2007-11-14 2009-06-04 East Japan Railway Co Reinforcement assembling method for high-rise structure reinforcing method, and reinforcement assembling jig for the same
JP2020159070A (en) * 2019-03-27 2020-10-01 株式会社翔栄 Centering method of reinforcement bar and centering installation jig for seismic isolation frame

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009121108A (en) * 2007-11-14 2009-06-04 East Japan Railway Co Reinforcement assembling method for high-rise structure reinforcing method, and reinforcement assembling jig for the same
JP4521024B2 (en) * 2007-11-14 2010-08-11 東日本旅客鉄道株式会社 Reinforcing bar assembly method and reinforcing bar assembly jig for reinforcing structure of high structure
JP2020159070A (en) * 2019-03-27 2020-10-01 株式会社翔栄 Centering method of reinforcement bar and centering installation jig for seismic isolation frame

Similar Documents

Publication Publication Date Title
US7337738B2 (en) Gate type vertical elevated mast
CN109469083B (en) Foundation beam reinforcement cage assembling system and construction method thereof
JP2014009453A (en) Temporary scaffold assembly jig and assembling method
JP2005264560A (en) Device for arranging vertical reinforcement
JP5931819B2 (en) Underground beam rebar placement method using separate vertical frame for underground beam rebar and its stand
JP4623570B2 (en) Construction method of jack base and formwork support
JP2010090633A (en) Prefabricated work platform for cylindrical concrete structure
CN212895962U (en) Detachable operation platform for tensioning operation of cantilever irrigation beam
CN211114732U (en) Portable movable reinforcement operation platform
JP2008031667A (en) Funnel-shaped protective shelf device
KR200480362Y1 (en) Folding safety net assembly of gang form
CN211396557U (en) Construction is with outer basket of hanging of preventing falling
JP4884429B2 (en) Platform railing
JP4909291B2 (en) Scaffolding frame
KR100570261B1 (en) Temporary bracket for construction of steel bridge and the installation method using the same
JP4098213B2 (en) Scaffolding frame
JP4951056B2 (en) Working frame dismantling method
JPH0317350A (en) Scaffold for building structure
JP2014234685A (en) Cloth material in temporary building
CN111519885B (en) Construction method of side wall type formwork support
CN218092882U (en) Beam-end cat ladder structure of tall and big case roof beam
KR100497701B1 (en) temporary bracket for construction of precast concrete beam bridge and the installation method using the same
JP5723932B2 (en) How to build a scaffold in a boiler
JPH0541151Y2 (en)
CN213834317U (en) Tool for assembling and disassembling large screen

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070223

A977 Report on retrieval

Effective date: 20081208

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090113

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20090519