JPH0842151A - Reinforcement assembling jig - Google Patents

Reinforcement assembling jig

Info

Publication number
JPH0842151A
JPH0842151A JP17913294A JP17913294A JPH0842151A JP H0842151 A JPH0842151 A JP H0842151A JP 17913294 A JP17913294 A JP 17913294A JP 17913294 A JP17913294 A JP 17913294A JP H0842151 A JPH0842151 A JP H0842151A
Authority
JP
Japan
Prior art keywords
main
bar
parts
main reinforcements
flanges
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.)
Granted
Application number
JP17913294A
Other languages
Japanese (ja)
Other versions
JP3543015B2 (en
Inventor
Hideki Mizukami
秀樹 水上
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.)
Maeda Corp
Original Assignee
Maeda Corp
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 Maeda Corp filed Critical Maeda Corp
Priority to JP17913294A priority Critical patent/JP3543015B2/en
Publication of JPH0842151A publication Critical patent/JPH0842151A/en
Application granted granted Critical
Publication of JP3543015B2 publication Critical patent/JP3543015B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21FWORKING OR PROCESSING OF METAL WIRE
    • B21F27/00Making wire network, i.e. wire nets
    • B21F27/12Making special types or portions of network by methods or means specially adapted therefor
    • B21F27/121Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars
    • B21F27/125Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars by attaching individual stirrups to longitudinal wires

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE:To facilitate the arrangement of main reinforcements, and accurately enable positioning by installing gable end forms in both end parts of the bar-shaped main reinforcements and receiving stand parts in intermediate parts, and attaching support stands to the receiving stand parts so as to rotatably support roller parts having a flange group in a bar-shaped body in an optional height. CONSTITUTION:Gable end forms 2 to support main reinforcements 1 are arranged in positions corresponding to both end parts of the main reinforcements 1. Two girder plates 2b and 2b are fixed to columns 2a and 2a erected on a base stand A, and engaging stands 8 are horizontally arranged by four sets on a single girder plate 2b, and are arranged in two stages. An inside diameter of the engaging stands 8 formed in a shape divided into tow parts in the axial direction of a cylinder body is made to coincide with an outside diameter of the main reinforcements 1, and shakiness is eliminated when the main reinforcements 1 are placed. Next, receiving stand parts 3 to support the main reinforcements 1 are arranged in intermediate parts of the main reinforcements 1. Roller parts 6 having a flange group 5 at prescribed intervals on bar-shaped body 4 are rotatably supported in an optional height with support stands 7. An interval from adjacent flanges 9 of eight flanges 9 of the flange group 5 is made to coincide with the outside diameter of the main reirmforcements 1, and positions of the main reinforcements are accurately regulated.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は鉄筋を組み立てるための
治具に関し、更に詳細には例えばPC梁を地上で形成す
るに際し、主筋等を所定の位置に架設するための治具に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a jig for assembling a reinforcing bar, and more particularly to a jig for erection of a main bar or the like at a predetermined position when, for example, forming a PC beam on the ground.

【0002】[0002]

【従来の技術】一般に、鉄筋コンクリート建築において
上部躯体のラーメン体となる梁のように、内部に鉄筋を
有するコンクリート製品を製造する場合、主筋1をいか
にして所定の位置に架設するかが問題である。
2. Description of the Related Art Generally, when manufacturing a concrete product having a reinforcing bar inside, such as a beam serving as a rigid frame of an upper frame in a reinforced concrete building, the problem is how to install the main reinforcing bar 1 at a predetermined position. is there.

【0003】そこで、従来は図6に示すような方法が採
られていた。これは主筋1を上下に4本づつ配置した状
態でコンクリートを打設し、大梁を地上で組み立てるも
のである。主筋1はその架設位置を正確にするため治具
によって保持されている。まず、主筋1の両端は、ベニ
アまたは鉄板等の板材30にドリルにより主筋の本数分
の孔を開けたものによって保持されている。つまり孔に
主筋1の端部を差し込むことによって保持される。
Therefore, conventionally, the method shown in FIG. 6 has been adopted. In this method, concrete is placed in a state where four main bars 1 are arranged above and below, and a girder is assembled on the ground. The main bar 1 is held by a jig in order to make the erected position accurate. First, both ends of the main bar 1 are held by a plate material 30 such as a veneer or an iron plate in which holes corresponding to the number of main bars are drilled. That is, it is held by inserting the end portion of the main bar 1 into the hole.

【0004】しかしこれだけでは主筋1の中間部分が撓
むので、鉄棒31を支持台32で支持し、この鉄棒31
で主筋1を下支えして撓みを防止するようにしていた。
そして、この鉄棒31で支持された主筋1を別の定規で
測りながら主筋1同士の間隔を調整するようにしてい
た。これにより、主筋1は所定の位置に架設されること
となり、コンクリート打設が可能となる。
However, since this alone causes the intermediate portion of the main bar 1 to bend, the iron bar 31 is supported by the support base 32.
Therefore, the main bar 1 is supported to prevent the bending.
Then, the distance between the main bars 1 is adjusted while measuring the main bars 1 supported by the iron bars 31 with another ruler. As a result, the main bar 1 is erected at a predetermined position, and concrete can be poured.

【0005】[0005]

【発明が解決しようとする課題】ところが、前述した従
来の治具では主筋両端の位置は略正確に決まるものの、
中間部においてはその位置を規制するものがなく、不正
確になり易いという問題がある。特にPC(プレキャス
トコンクリート)梁では下主筋がコンクリートに埋まっ
てしまうため、上部の躯体へセットする際には2ミリ程
度の誤差しか許されないこととなるが前記した治具では
その精度を出すのが困難である。
However, in the above-mentioned conventional jig, the positions of both ends of the main bar are determined substantially accurately.
There is no restriction on the position of the intermediate portion, and there is a problem in that it tends to be inaccurate. Especially in PC (precast concrete) beams, the lower main reinforcement is buried in concrete, so when setting it on the upper frame, only an error of about 2 mm is allowed, but with the jig mentioned above it is accurate. Have difficulty.

【0006】また、固定的な治具であるため、例えば、
梁の中途に構造変更があった場合でもそれに適応して主
筋の位置を設定することができないという欠点があっ
た。更に、主筋1の中間部分は鉄棒上で支持されている
が、鉄棒が固定されているため主筋1を自由にスライド
させることは困難である。このため多くの人手がかかり
作業の円滑性にも欠けるという問題があった。
Since it is a fixed jig, for example,
Even if there was a structural change in the middle of the beam, there was the drawback that the position of the main bar could not be set accordingly. Further, although the intermediate portion of the main bar 1 is supported on the iron bar, it is difficult to freely slide the main bar 1 because the iron bar is fixed. For this reason, there is a problem that a lot of manpower is required and the smoothness of the work is lacking.

【0007】本発明の目的は、かかる従来の問題点を解
決するためになされたもので、任意の構造を高い精度で
得られると共に、作業性が良好で人手を大幅に削減する
ことができる鉄筋組み立て用治具を提供することにあ
る。
The object of the present invention is to solve the above-mentioned conventional problems. A reinforcing bar which can obtain an arbitrary structure with high accuracy, has good workability and can significantly reduce manpower. It is to provide an assembly jig.

【0008】[0008]

【課題を解決するための手段】本発明は前記技術的課題
を解決するために、鉄筋コンクリート部材の形成にあた
り、主筋1を所定の位置に架設する治具において、以下
のような構成とした。
In order to solve the above-mentioned technical problems, the present invention employs a jig for constructing a reinforced concrete member in which a main bar 1 is installed at a predetermined position as follows.

【0009】すなわち、本発明は、棒状の主筋1の両端
部において前記主筋1を支持する妻型枠2と、前記主筋
1の中間部において主筋1を支持する受台部3とを有
し、前記受台部3が棒状体4に所定の間隔でフランジ群
5を形成したローラー部6、及びこのローラー部6を回
転可能かつ任意の高さで支持する支持台7から構成され
ていることを特徴とする(請求項1に対応)。
That is, the present invention has a gable form 2 for supporting the main bar 1 at both ends of the bar-shaped main bar 1, and a pedestal part 3 for supporting the main bar 1 in an intermediate portion of the main bar 1. The pedestal portion 3 is composed of a roller portion 6 in which a group of flanges 5 are formed on the rod-shaped body 4 at predetermined intervals, and a support base 7 that supports the roller portion 6 at a rotatable and arbitrary height. It is characterized (corresponding to claim 1).

【0010】また、本発明において、妻型枠2には、主
筋1を着脱自在に載置する係合台8が夫々の主筋1に対
応させて形成されていると共に、前記フランジ群5は隣
り合うフランジ9の間隔が前記主筋1の外径に一致する
1組のフランジを複数組設け、主筋1同士の間隔を設定
するよう構成されていることを特徴とする(請求項2に
対応)。
Further, in the present invention, the end frame 2 is formed with the engaging bases 8 on which the main bars 1 are detachably mounted so as to correspond to the respective main bars 1, and the flange groups 5 are adjacent to each other. A plurality of sets of one set of flanges in which the intervals of the mating flanges 9 match the outer diameter of the main reinforcement 1 are provided, and the intervals between the main reinforcements 1 are set (corresponding to claim 2).

【0011】なお、前記係合台8は主筋1の数だけ必要
であり、例えば16本の主筋1を支持させる場合には片
側で16個の係合台8が必要となる。
It is to be noted that the number of the engaging bases 8 is required to be the same as that of the main bars 1, and for example, when supporting 16 main bars 1, 16 engaging bases 8 are required on one side.

【0012】[0012]

【作用】本発明の鉄筋組み立て用治具によると、妻型枠
2と受台部3とを所定の位置に配置した上で、主筋1の
両端を係合台8に載置する。これと同時に主筋1をフラ
ンジ9の間に置いて位置を確定させる。
According to the reinforcing bar assembling jig of the present invention, the end form 2 and the receiving part 3 are arranged at predetermined positions, and then both ends of the main reinforcing bar 1 are placed on the engaging table 8. At the same time, the main bar 1 is placed between the flanges 9 to fix the position.

【0013】ここで前記主筋1を置く際、ローラー部6
が自由に回転するため一人で作業することが可能とな
る。すなわち、主筋1の片方を持つだけで位置を自由に
変更することができる。
Here, when the main bar 1 is placed, the roller portion 6
Since it rotates freely, it is possible to work alone. That is, the position can be freely changed only by holding one of the main bars 1.

【0014】また、棒状体4に設けたフランジ群5は隣
り合うフランジ9の間隔が前記主筋1の外径に一致させ
てある1組のフランジを設けたことで主筋の位置決めが
極めて正確となる。
Further, the flange group 5 provided on the rod-shaped body 4 is provided with a pair of flanges in which the distance between the adjacent flanges 9 is made to coincide with the outer diameter of the main bar 1 so that the positioning of the main bar becomes extremely accurate. .

【0015】[0015]

【実施例】以下、本発明の鉄筋組み立て用治具を図1な
いし図5に示される実施例について更に詳細に説明す
る。
EXAMPLES The jigs for assembling a reinforcing bar according to the present invention will be described below in more detail with reference to the examples shown in FIGS.

【0016】この実施例は、PC梁を地上で形成するに
あたり、主筋1を所定の位置に架設する治具である。主
筋1は棒状であり原則として梁の全長よりも長いものが
使用される。そして、この主筋1の両端部に相当する位
置に主筋1を支持する妻型枠2が配置されている。
This embodiment is a jig for constructing the main bar 1 at a predetermined position when the PC beam is formed on the ground. The main bar 1 is rod-shaped, and in principle, a bar longer than the entire length of the beam is used. And the end form 2 which supports the main reinforcement 1 is arrange | positioned in the position corresponding to the both ends of this main reinforcement 1.

【0017】妻型枠2は、図4に示されるように、基台
Aに立設された柱2a、2aに2枚の桁板2b、2bが
ボルト2cで固定され、この桁板2b、2bにそれぞれ
係合台8が8個づつ溶接されて構成されている。係合台
8は一枚の桁板2bに対して水平に4個配置された列が
2段に配列され、各係合台8は円筒体を軸方向に2分し
たような形状を呈している。この円筒体の内径は主筋1
の外径と一致し、主筋1を載置した際にガタツキがなく
なるようにされている。
As shown in FIG. 4, the gable form frame 2 has two girder plates 2b and 2b fixed to bolts 2c on columns 2a and 2a which are erected on a base A. The girder plate 2b, Two engaging bases 8 are welded to each 2b. The engagement bases 8 are arranged in two rows in which four rows are arranged horizontally with respect to one girder plate 2b, and each engagement base 8 has a shape obtained by dividing a cylindrical body into two in the axial direction. There is. The inner diameter of this cylinder is 1
The outer diameter is the same as the outer diameter, and rattling is eliminated when the main bar 1 is placed.

【0018】主筋1の中間部には、主筋1を支持する受
台部3が配置されている。この受台部3は棒状体4に所
定の間隔でフランジ群5を形成したローラー部(サヤ
管)6と、このローラー部6を回転可能かつ任意の高さ
で支持する支持台7とから構成されている。
A cradle part 3 for supporting the main bar 1 is arranged in the middle of the main bar 1. The pedestal portion 3 is composed of a roller portion (sheath pipe) 6 in which a group of flanges 5 are formed on a rod-shaped body 4 at predetermined intervals, and a support base 7 that supports the roller portion 6 at a rotatable and arbitrary height. Has been done.

【0019】すなわち、フランジ群5は合計8枚のフラ
ンジ9で構成されており、隣り合うフランジ9の間隔は
主筋1の外径に一致されている。これにより、主筋1の
位置が正確に規制される。そして、2枚で1組のフラン
ジ9は4組設けられ、主筋1同士の間隔を設定するよう
になっている。
That is, the flange group 5 is composed of a total of eight flanges 9, and the interval between the adjacent flanges 9 is equal to the outer diameter of the main bar 1. As a result, the position of the main bar 1 is accurately regulated. Then, four sets of two flanges 9 are provided to set the intervals between the main bars 1.

【0020】そして、支持台7は図3に示されるよう
に、ローラー部6を直接受ける軸受け板7aがボルト7
cで支持台7に取り付けられている。この軸受け板7a
にはローラー部6を回転自在に支持する凹部7bが設け
られている。なお、支持台7には多数の取り付け孔7d
が形成されており、軸受け板7aを任意の高さで取り付
けることができるようになっている。
As shown in FIG. 3, the support base 7 has a bearing plate 7a that directly receives the roller portion 6 and a bearing plate 7a.
It is attached to the support base 7 at c. This bearing plate 7a
A concave portion 7b that rotatably supports the roller portion 6 is provided in the. In addition, the support base 7 has a large number of mounting holes 7d.
Is formed so that the bearing plate 7a can be attached at any height.

【0021】使用に際しては、妻型枠2と受台部3とを
所定の位置に配置した上で主筋1の両端を係合台8に載
置する。これと同時に主筋1をフランジ9の間に置いて
位置を確定させる。主筋1を置く際、ローラー部6が自
由に回転するため一人で作業することが可能となる。す
なわち、主筋1の片方を持つだけで位置を自由に変更す
ることができる。
In use, the end form 2 and the cradle 3 are arranged at predetermined positions, and then both ends of the main bar 1 are placed on the engaging base 8. At the same time, the main bar 1 is placed between the flanges 9 to fix the position. When the main bar 1 is placed, the roller portion 6 rotates freely, so that it is possible to work alone. That is, the position can be freely changed only by holding one of the main bars 1.

【0022】また、梁の断面構造が中途で変更される場
合、主筋1の位置を変更することとなるが、この場合は
軸受け板7aの位置を変更したり増設するだけで任意の
位置で主筋を支持させることができる。
Further, when the cross-sectional structure of the beam is changed midway, the position of the main reinforcement 1 is changed. In this case, the main reinforcement 1 is changed at any position simply by changing the position of the bearing plate 7a or adding it. Can be supported.

【0023】以上の構成とすることにより、主筋1の配
置が容易となり人工数が20%削減できた。また、治具
の部品点数が減り繁雑さが減少した。更に、精度が大幅
に向上し毛戻りがなくなった。このため工期を躯体工程
へ振り向けることができ余裕のある施工が可能となっ
た。
With the above structure, the main bar 1 can be easily arranged and the artificial number can be reduced by 20%. Moreover, the number of parts of the jig was reduced and the complexity was reduced. In addition, the accuracy is greatly improved and hair wrapping is eliminated. For this reason, the construction period can be redirected to the skeleton process, and construction with a margin can be performed.

【0024】[0024]

【発明の効果】以上説明したように、本発明の鉄筋組み
立て用治具によれば、主筋の中間部をローラー部上で支
持するようにしたので、主筋の配置が容易となり人工数
の削減が可能となった。
As described above, according to the jig for assembling a reinforcing bar of the present invention, since the intermediate portion of the main bar is supported on the roller portion, the arrangement of the main bar is facilitated and the number of man-hours is reduced. It has become possible.

【0025】また、本発明の鉄筋組み立て用治具によれ
ば、主筋をフランジの間に置いて位置を確定させるよう
にしたので、主筋の位置決めが極めて正確となり製品の
精度を大幅に向上させることができる。
Further, according to the reinforcing bar assembling jig of the present invention, the main bar is placed between the flanges to determine the position, so that the positioning of the main bar is extremely accurate and the accuracy of the product is greatly improved. You can

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

【図1】本発明の一実施例に係る鉄筋組立て用治具の全
体を示す正面図である。
FIG. 1 is a front view showing an entire reinforcing bar assembling jig according to an embodiment of the present invention.

【図2】図1に示される実施例の鉄筋組立て用治具にお
けるローラー部を部分的に示す平面図である。
FIG. 2 is a plan view partially showing a roller portion in the reinforcing bar assembling jig of the embodiment shown in FIG.

【図3】図1に示される実施例の鉄筋組立て用治具にお
ける支持台を拡大して示す部分的な側面図である。
FIG. 3 is a partial side view showing, on an enlarged scale, a support base in the reinforcing bar assembling jig of the embodiment shown in FIG.

【図4】図1に示される実施例の鉄筋組立て用治具にお
ける妻型枠の正面図である。
4 is a front view of a gable form in the reinforcing bar assembling jig of the embodiment shown in FIG. 1. FIG.

【図5】図1に示される実施例の鉄筋組み立て用治具に
おける全体の配置状態を示す斜視図である。
5 is a perspective view showing the overall arrangement of the reinforcing bar assembling jig of the embodiment shown in FIG. 1. FIG.

【図6】従来の鉄筋組み立て用治具を部分的に示す斜視
図である。
FIG. 6 is a perspective view partially showing a conventional reinforcing bar assembling jig.

【符号の説明】[Explanation of symbols]

1 主筋 2 妻型枠 3 受台部 4 棒状体 5 フランジ群 6 ローラー部 7 支持台 8 係合台 9 フランジ 1 main bar 2 gable form 3 pedestal 4 rod-like body 5 flange group 6 roller part 7 support 8 engagement table 9 flange

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋コンクリート部材の形成にあたり、
主筋を所定の位置に架設する治具において、 棒状の主筋の両端部において前記主筋を支持する妻型枠
と、前記主筋の中間部において主筋を支持する受台部と
を有し、前記受台部が棒状体に所定の間隔でフランジ群
を形成したローラー部、及びこのローラー部を回転可能
かつ任意の高さで支持する支持台から構成されているこ
とを特徴とする鉄筋組み立て用治具。
1. When forming a reinforced concrete member,
A jig for constructing a main bar at a predetermined position, comprising a gable form for supporting the main bar at both ends of a bar-shaped main bar, and a pedestal part for supporting the main bar in an intermediate portion of the main bar, A jig for assembling a reinforcing bar, characterized in that the part is composed of a roller part in which a group of flanges are formed on a rod-shaped body at predetermined intervals, and a support base that supports the roller part at a rotatable and arbitrary height.
【請求項2】 前記妻型枠には前記主筋を着脱自在に載
置する係合台が夫々の主筋に対応させて形成されている
と共に、前記フランジ群は隣り合うフランジの間隔が前
記主筋の外径に一致する1組のフランジを複数組設けて
前記主筋同士の間隔を設定するように構成されているこ
とを特徴とする請求項1に記載の鉄筋組み立て用治具。
2. The engagement frame for detachably mounting the main bars is formed on the gable form in correspondence with each main bar, and the flange group has an interval between adjacent flanges of the main bars. The reinforcing bar assembling jig according to claim 1, wherein a plurality of sets of one set of flanges having the same outer diameter are provided to set the interval between the main bars.
JP17913294A 1994-07-29 1994-07-29 Jig for rebar assembly Expired - Fee Related JP3543015B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17913294A JP3543015B2 (en) 1994-07-29 1994-07-29 Jig for rebar assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17913294A JP3543015B2 (en) 1994-07-29 1994-07-29 Jig for rebar assembly

Publications (2)

Publication Number Publication Date
JPH0842151A true JPH0842151A (en) 1996-02-13
JP3543015B2 JP3543015B2 (en) 2004-07-14

Family

ID=16060551

Family Applications (1)

Application Number Title Priority Date Filing Date
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1030601C2 (en) * 2005-12-06 2007-06-07 Steven Edward Kelly Tool and method for manufacturing a reinforcement.
CN115338970A (en) * 2022-08-29 2022-11-15 中国建筑土木建设有限公司 Sliding type positioning device for mounting assembled upright column reinforcing steel bars and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1030601C2 (en) * 2005-12-06 2007-06-07 Steven Edward Kelly Tool and method for manufacturing a reinforcement.
WO2007067041A1 (en) * 2005-12-06 2007-06-14 Steven Edward Kelly Aid and method for the construction of a reinforcement element.
CN115338970A (en) * 2022-08-29 2022-11-15 中国建筑土木建设有限公司 Sliding type positioning device for mounting assembled upright column reinforcing steel bars and construction method thereof

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