JPH0718790A - Distribution method for reinforcement - Google Patents

Distribution method for reinforcement

Info

Publication number
JPH0718790A
JPH0718790A JP18881293A JP18881293A JPH0718790A JP H0718790 A JPH0718790 A JP H0718790A JP 18881293 A JP18881293 A JP 18881293A JP 18881293 A JP18881293 A JP 18881293A JP H0718790 A JPH0718790 A JP H0718790A
Authority
JP
Japan
Prior art keywords
auxiliary
main
bar
muscle
long
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
JP18881293A
Other languages
Japanese (ja)
Inventor
Seiji Shigematsu
清司 重松
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.)
SHIGEMATSU KOGYO KK
Original Assignee
SHIGEMATSU KOGYO KK
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 SHIGEMATSU KOGYO KK filed Critical SHIGEMATSU KOGYO KK
Priority to JP18881293A priority Critical patent/JPH0718790A/en
Publication of JPH0718790A publication Critical patent/JPH0718790A/en
Pending legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE:To arrange distribution bars in a short time, by fitting a plurality of looped auxiliary rods between fixing parts of long size members to form connected body with auxiliary rods and inserting the connected body into main reinforcements and jointing the connected body with the reinforcements at required points. CONSTITUTION:A plurality of fitting parts are provided at the side of long size members 3 at every specified interval. Looped auxiliary rods 2 are fitted respectively to the fitting parts of two long size members 3 oppositely arranged in order to fix them and form a connected body with auxiliary rods. Next, the connected body with auxiliary rods is inserted from the upper side of the main reinforcements so as to cover the main reinforcements and the auxiliary rods 2 and the main reinforcements 1 are tied with binding wires to fix them. Moreover, the notches 6 of four plates 5a, 5b are fitted to the main reinforcements 1 and half-slits 7 are forced to mesh with one another both lengthwise and breadth-wise to assemble square the plates 5a, 5b.

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、鉄筋コンクリート製の
構造物を建造する作業における鉄筋を組立てる配筋方法
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar assembly method for assembling reinforcing bars in the work of constructing a structure made of reinforced concrete.

【0002】[0002]

【従来の技術】鉄筋コンクリート製の構造物の柱,梁,
壁,床,天井等を形成するに当っては、型枠内に配筋し
た後ここにコンクリートを打込んで硬化させる。このと
き鉄筋の位置決めを行うと共に、コンクリート打込み時
に鉄筋が移動しないように主筋同士又は主筋と補助筋と
を結束線を用いて固定している。
2. Description of the Related Art Pillars and beams of reinforced concrete structures,
When forming walls, floors, ceilings, etc., after arranging in the formwork, concrete is placed here and hardened. At this time, the reinforcing bars are positioned, and the reinforcing bars are fixed to each other or with the binding wires so that the reinforcing bars do not move during concrete driving.

【0003】[0003]

【発明が解決しようとする課題】しかし、結束線を用い
て鉄筋を保持するためには、主筋同士又は補助筋と主筋
の1本1本とを手作業により結束線で固定しなければな
らない。このため、従来の方法では鉄筋を保持するため
の結束線の結束作業に多大の労力と時間を必要とし、又
結束線を用いての鉄筋の保持では補助筋の位置が作業者
によって変わり易いため、補助筋を正確な位置に固定す
ることが比較的困難であり、熟練の作業者が必要とされ
る難点があった。本発明は、結束作業を簡単に短時間で
行え、主筋に補助筋が所定間隔で正確に配置され、しか
も熟練者を問わず誰でも間違いなく作業を行える配筋方
法を提供することにある。
However, in order to hold the reinforcing bars by using the binding wires, it is necessary to manually fix the main bars to each other or the auxiliary bars and each of the main bars by the binding wires. Therefore, in the conventional method, a great deal of labor and time are required to bind the binding wires for holding the reinforcing bars, and in holding the reinforcing bars using the binding wires, the position of the auxiliary bars tends to change depending on the operator. However, it is relatively difficult to fix the auxiliary muscles in a correct position, and there is a problem that a skilled worker is required. An object of the present invention is to provide a bar arrangement method in which a binding operation can be easily performed in a short time, auxiliary muscles are accurately arranged on a main bar at a predetermined interval, and moreover, regardless of an expert, anyone can perform the operation without error.

【0004】[0004]

【課題を解決するための手段】かかる課題を解決した本
発明の要旨は、 1) 長尺材の長手方向に補助筋の係止部を所定間隔に
複数設け、同長尺材の係止部間にループした補助筋を複
数取付けて補助筋連結体を製作し、同補助筋連結体を主
筋に挿入し、主筋と補助筋連結体を所要箇所連結したこ
とを特徴とする配筋方法 2) 主筋にループした補助筋を取付け、所定間隔に係
止部を設けた長尺材を主筋の長手方向に配置し、前記補
助筋を長尺材の係止部に係合させ、主筋と長尺材を所要
箇所連結して配筋を行うことを特徴とする配筋方法 3) 補助筋連結体が挿入された主筋に、断面L字状の
板材に複数備えられた切欠部を係合させて複数の板材で
主筋を保持して配筋組立てを行う前記1)及び2)記載
の配筋方法にある。
Means for Solving the Problems The gist of the present invention which has solved the above problems is as follows: 1) A plurality of engaging portions of auxiliary muscles are provided at predetermined intervals in the longitudinal direction of the long material, and the engaging portions of the same long material are provided. A plurality of auxiliary muscles looped in between are attached to produce an auxiliary muscle connected body, the auxiliary muscle connected body is inserted into the main muscle, and the main muscle and the auxiliary muscle connected body are connected at required positions 2) Attaching a looped auxiliary bar to the main bar, arranging a long member with locking parts at predetermined intervals in the longitudinal direction of the main bar, engaging the auxiliary bar with the locking part of the long bar, Reinforcing method characterized by connecting timbers at required places to perform rebar 3) Engage a plurality of notches provided in a plate material having an L-shaped cross section with a main bar in which an auxiliary muscle connecting body is inserted The reinforcing bar arrangement method according to 1) and 2) above, in which the reinforcing bar is assembled by holding the main bar with a plurality of plate materials.

【0005】[0005]

【作用】鉄筋の中の主筋を補助するループした補助筋を
1本又は複数の長尺材に設けられた係止部に複数取付け
て補助筋連結体を形成する。その補助筋連結体を主筋を
覆うように挿入した後、結束線等の連結手段を使って主
筋と補助筋連結体を連結する。これにより、主筋に補助
筋を所定間隔に誰でも間違いなく取付けることができ
る。その後、補助筋連結体が挿入された主筋に、断面L
字状の板材に複数備えられた切欠部を係合させて、主筋
間の間隔保持及び主筋と型枠の間隔を所定位置に設定す
る。
A plurality of looped auxiliary muscles for assisting the main muscles of the reinforcing bar are attached to the engaging portions provided on one or a plurality of long members to form an auxiliary muscle connected body. After inserting the auxiliary muscle connected body so as to cover the main muscle, the main muscle and the auxiliary muscle connected body are connected using a connecting means such as a binding wire. As a result, anyone can definitely attach the auxiliary muscle to the main muscle at a predetermined interval. After that, the cross section L is added to the main muscle into which the auxiliary muscle connector is inserted.
By engaging a plurality of notches provided in the character-shaped plate material, the space between the main bars is maintained and the space between the main bars and the form is set to a predetermined position.

【0006】[0006]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。図1は本実施例の補助筋連結体の斜視図、図2は
本実施例の長尺材に補助筋を取付ける状態の説明図、図
3は本実施例の補助筋連結体を主筋に挿入する状態の工
程図、図4は本実施例の補助筋連結体が挿入された主筋
を板材で保持する状態の工程図、図5は本実施例の配筋
完成状態を型枠により覆った状態の工程図、図6は図5
のA−A線における断面図、図7は本実施例の補助筋連
結体を折り畳んだ状態の説明図、図8は本発明の他の実
施例の工程図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view of an auxiliary muscle connecting body of the present embodiment, FIG. 2 is an explanatory view of a state in which the auxiliary muscle is attached to the long material of the present embodiment, and FIG. 3 is an insertion of the auxiliary muscle connecting body of the embodiment. Fig. 4 is a process drawing of a state in which the main bar inserted with the auxiliary muscle connecting body of this embodiment is held by a plate material, and Fig. 5 is a completed bar arrangement state of this embodiment covered with a formwork. Process chart, and FIG. 6 is FIG.
7 is a cross-sectional view taken along line AA of FIG. 7, FIG. 7 is an explanatory view of a state in which the auxiliary muscle coupling body of this embodiment is folded, and FIG. 8 is a process drawing of another embodiment of the present invention.

【0007】図中、1は鉄筋コンクリート製の構造物を
形成するための主筋、2は主筋1を補助する補助筋、3
はW形状を有し補助筋を固定する長尺材、4は長尺材3
の側部に一定間隔に複数設けられ補助筋2を取付ける係
止部、5a,5b,5c,5dはL字状断面を有する鋼
製の板材、6は板材に設けられ主筋1を係合して固定す
る切欠部、7は板材を互いに咬合させるためのハーフス
リット、8は各板材の長手方向の両端に固着されたボル
ト、9はボルト8に取付けられるナット、10はボルト
に取付けられる蝶ナット、11は型枠、12は型枠11
の中に打込まれる生コンクリート、13は長尺材に複数
の補助筋を取付けた補助筋連結体である。
In the figure, 1 is a main reinforcement for forming a structure made of reinforced concrete, 2 is an auxiliary reinforcement for assisting the main reinforcement 1, 3
Is a long member having a W shape and fixing auxiliary muscles, 4 is a long member 3
Locking portions 5a, 5b, 5c, 5d provided at a predetermined interval on the side portions of the auxiliary attachments 2 for attaching the auxiliary muscles 2 are steel plate members having an L-shaped cross section, and 6 are provided on the plate members to engage the main muscles 1 A cutout portion for fixing the plate materials, 7 a half slit for engaging the plate materials with each other, 8 bolts fixed to both longitudinal ends of the plate materials, 9 nuts attached to the bolts 8, 10 wing nuts attached to the bolts , 11 is a formwork, 12 is a formwork 11
Numeral 13 is a ready-mixed concrete to be poured into, and is an auxiliary muscle connecting body in which a plurality of auxiliary muscles are attached to a long material.

【0008】本実施例は、図2に示すように、長尺材3
の側部をコの字状に切り込んで内側下方へ湾状に折曲し
て先端を少し折曲し、その下方に補助筋2の半径程の間
隔をとり、同じく長尺材3の側部をコの字状に切り込ん
で内側上方へ湾状に折曲し、先端を少し折曲した係止部
4を形成する。その係止部4を長尺材3の側部の同じ高
さに2箇所形成し、同じく同じ高さに2箇所づつ形成し
長尺材3の長手方向に所定間隔複数の係止部4を形成す
る。
In this embodiment, as shown in FIG.
The side part of U is cut in a U shape, bent inward downward in a bay shape, and the tip is bent a little, and a space about the radius of the auxiliary muscle 2 is provided below that side part of the long member 3 as well. Is cut in a U-shape and is bent inward toward the upper side to form a locking portion 4 having a slightly bent tip. The locking portions 4 are formed at two positions at the same height on the side portion of the long material 3, and two portions are also formed at the same height at the same height, and a plurality of locking portions 4 are formed at predetermined intervals in the longitudinal direction of the long material 3. Form.

【0009】以上のように形成された長尺材3の係止部
4に補助筋2の周縁の中央部を係合して、図3に示すよ
うに、2本の長尺材3に複数の補助筋2は係止部4の間
隔に従って固定された補助筋連結体13を形成する。
又、補助筋2に取付けられる長尺材3は2本に限らず1
本及び必要本数取付け可能である。次に、複数の補助筋
2を長尺材3により固定された補助筋連結体13を主筋
1の上方から主筋1を覆うように挿入し、補助筋2と主
筋1を結束線で結んで固定させる。
The engaging portion 4 of the long member 3 formed as described above is engaged with the central portion of the peripheral edge of the auxiliary muscle 2 to form a plurality of two long members 3 as shown in FIG. The auxiliary muscle 2 of the above forms an auxiliary muscle connection body 13 fixed according to the interval of the locking portions 4.
Also, the number of long members 3 attached to the auxiliary muscles 2 is not limited to two, and
A book and the required number can be attached. Next, the auxiliary muscle connection body 13 in which the plurality of auxiliary muscles 2 are fixed by the long member 3 is inserted from above the main muscle 1 so as to cover the main muscle 1, and the auxiliary muscle 2 and the main muscle 1 are connected by a tie wire and fixed. Let

【0010】次に図4に示すように、補助筋2が挿入さ
れた主筋1に板材5a,5b,5c,5dに設けた切欠
部6を係合させる。次いで、それぞれの板材5a,5
b,5c,5dに設けられたハーフスリット7を互いに
縦横に咬合させて、4本の板材5a,5b,5c,5d
をロ字状に組むことができる。この後図5に示すよう
に、各板材5a,5b,5c,5dの長手方向の両端に
固着されたボルト8の自由端を型枠11の外側に突出さ
せるようにして型枠11をロ字状に組んだ4本の板材5
a,5b,5c,5dの所まで組立て、更に型枠11の
外側に突出した各ボルト8の自由端に蝶ナット10を螺
合させて各板材5a,5b,5c,5dを固定すること
により主筋1を保持させることができる。このときのボ
ルト8には予めナット9が螺合されており、各板材5
a,5b,5c,5dは蝶ナット10とナット9で型枠
11を挟み込むように固定されている。このようにして
主筋1を保持させて生コンクリート12が打込まれる。
Next, as shown in FIG. 4, the notch 6 provided in the plate members 5a, 5b, 5c and 5d is engaged with the main bar 1 into which the auxiliary bar 2 is inserted. Then, each plate material 5a, 5
The half slits 7 provided in b, 5c, and 5d are vertically and horizontally engaged with each other to form four plate members 5a, 5b, 5c, and 5d.
Can be assembled in a square shape. After this, as shown in FIG. 5, the free-form ends of the bolts 8 fixed to both ends of each plate 5a, 5b, 5c, 5d in the longitudinal direction are projected to the outside of the form 11, and the form 11 is square-shaped. 4 pieces of plate material 5
By assembling up to a, 5b, 5c, 5d, and further by screwing a wing nut 10 on the free end of each bolt 8 protruding to the outside of the formwork 11 to fix each plate material 5a, 5b, 5c, 5d The main muscle 1 can be held. At this time, a nut 9 is screwed into the bolt 8 in advance, and each plate member 5
The a, 5b, 5c, and 5d are fixed so that the formwork 11 is sandwiched between the wing nut 10 and the nut 9. In this way, the concrete 1 is driven while holding the main bar 1.

【0011】本実施例は、主筋1に補助筋連結体13を
挿入することにより、主筋1に補助筋2が所定間隔で正
確に配置され、しかも熟練の作業者に限らず誰でも短時
間で間違いなく作業を行うことができる。又、本実施例
の補助筋連結体13は、図7に示すように、平たく折り
畳むことができ、作業の邪魔にもなり難く運送も簡単に
行え、しかも崩れにくい。又、積み重ねて保管すること
もできる。別の作業場で補助筋連結体13を組立てて必
要な場所に補助筋連結体を平たく折り畳んで移動させ、
主筋1に挿入する時は補助筋2を長尺材3を引き上げる
ことにより立上がらせて主筋1に挿入する。
In the present embodiment, by inserting the auxiliary muscle connecting body 13 into the main muscle 1, the auxiliary muscles 2 are accurately arranged at the main muscle 1 at a predetermined interval. You can definitely do the work. Further, as shown in FIG. 7, the auxiliary muscle connecting body 13 of the present embodiment can be folded flat, does not hinder the work, can be easily transported, and is hard to collapse. It can also be stacked and stored. In another work place, assemble the auxiliary muscle connecting body 13 and fold the auxiliary muscle connecting body to a necessary place to move it flat,
When inserting into the main bar 1, the auxiliary bar 2 is raised by pulling up the long member 3 and inserted into the main bar 1.

【0012】本実施例の他の実施例として、図8に示す
ように、主筋1に補助筋2を複数挿入した後、主筋1に
挿入された補助筋2に長尺材3の係止部4を嵌着させて
いくことにより、所定間隔に補助筋2は長尺材3に固定
され主筋1に配置される。主筋1の間隔と保持は前実施
例の板材5a,5b,5c,5dを使用して行う。
As another embodiment of this embodiment, as shown in FIG. 8, after inserting a plurality of auxiliary muscles 2 into the main muscles 1, the engaging portions of the long members 3 are inserted into the auxiliary muscles 2 inserted into the main muscles 1. By inserting 4 into the main reinforcement 1, the auxiliary reinforcement 2 is fixed to the elongated member 3 at a predetermined interval. The spacing and holding of the main bars 1 are performed using the plate members 5a, 5b, 5c and 5d of the previous embodiment.

【0013】[0013]

【発明の効果】本発明の配筋方法によれば、複数の補助
筋を所定間隔に長尺材に取付けて固定した補助筋連結体
を主筋に挿入して連結させることにより、配筋作業を簡
単に且つ大巾に短時間で行うことができ、主筋に補助筋
が一定間隔で正確に配置される。しかも、熟練者を問わ
ず誰でも間違いなく鉄筋の組立てができるという効果が
ある。
According to the reinforcing bar method of the present invention, the reinforcing bar connecting body, in which a plurality of supporting bars are attached and fixed to a long member at a predetermined interval, is inserted into the main bar and connected, thereby carrying out the reinforcing bar work. This can be done easily and in a short time, and the auxiliary muscles are accurately arranged at regular intervals in the main muscles. Moreover, there is an effect that anyone, regardless of skilled person, can assemble the reinforcing bar without fail.

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

【図1】本実施例の補助筋連結体の斜視図である。FIG. 1 is a perspective view of an auxiliary muscle connection body of the present embodiment.

【図2】本実施例の長尺材に補助筋を取付ける状態の説
明図である。
FIG. 2 is an explanatory diagram showing a state in which auxiliary muscles are attached to the long material of the present embodiment.

【図3】本実施例の補助筋連結体を主筋に挿入する状態
の工程図である。
FIG. 3 is a process drawing of a state in which the auxiliary muscle connection body of the present embodiment is inserted into the main muscle.

【図4】本実施例の補助筋連結体が挿入された主筋を板
材で保持する状態の工程図である。
FIG. 4 is a process drawing of a state in which a plate member holds a main bar in which an auxiliary muscle connection body of the present embodiment is inserted.

【図5】本実施例の配筋完成状態を型枠により覆った状
態の工程図である。
FIG. 5 is a process drawing of a state in which the completed bar arrangement of this embodiment is covered with a mold.

【図6】図5のA−A線における断面図である。6 is a cross-sectional view taken along the line AA of FIG.

【図7】本実施例の補助筋連結体を折り畳んだ状態の説
明図である。
FIG. 7 is an explanatory diagram of a state in which the auxiliary muscle connection body of the present embodiment is folded.

【図8】本発明の他の実施例の工程図である。FIG. 8 is a process drawing of another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 主筋 2 補助筋 3 長尺材 4 係止部 5a 板材 5b 板材 5c 板材 5d 板材 6 切欠部 7 ハーフスリット 8 ボルト 9 ナット 10 蝶ナット 11 型枠 12 生コンクリート 13 補助筋連結体 1 Main Bar 2 Auxiliary Bar 3 Long Material 4 Locking Part 5a Plate Material 5b Plate Material 5c Plate Material 5d Plate Material 6 Notch 7 Half Slit 8 Bolt 9 Nut 10 Wing Nut 11 Formwork 12 Fresh Concrete 13 Auxiliary Muscle Connection

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 長尺材の長手方向に補助筋の係止部を所
定間隔に複数設け、同長尺材の係止部間にループした補
助筋を複数取付けて補助筋連結体を製作し、同補助筋連
結体を主筋に挿入し、主筋と補助筋連結体を所要箇所連
結したことを特徴とする配筋方法。
1. An auxiliary muscle connecting body is manufactured by providing a plurality of engaging portions of auxiliary muscles at predetermined intervals in the longitudinal direction of a long material and attaching a plurality of looped auxiliary muscles between the engaging portions of the same long material. , A method of arranging, wherein the auxiliary muscle connected body is inserted into the main muscle, and the main muscle and the auxiliary muscle connected body are connected at required positions.
【請求項2】 主筋にループした補助筋を取付け、所定
間隔に係止部を設けた長尺材を主筋の長手方向に配置
し、前記補助筋を長尺材の係止部に係合させ、主筋と長
尺材を所要箇所連結して配筋を行うことを特徴とする配
筋方法。
2. A looped auxiliary bar is attached to a main bar, and a long member provided with locking portions at predetermined intervals is arranged in the longitudinal direction of the main bar, and the auxiliary bar is engaged with the locking section of the long bar. , A bar arrangement method characterized by connecting main bars and long members at required points for bar arrangement.
【請求項3】 補助筋連結体が挿入された主筋に、断面
L字状の板材に複数備えられた切欠部を係合させて複数
の板材で主筋を保持して配筋組立てを行う請求項1及び
2記載の配筋方法。
3. A reinforcing bar assembly is carried out by engaging a plurality of notches provided in a plate member having an L-shaped cross section with a main bar into which an auxiliary muscle connecting body is inserted to hold the main bar by a plurality of plate members. The arranging method according to 1 or 2.
JP18881293A 1993-06-30 1993-06-30 Distribution method for reinforcement Pending JPH0718790A (en)

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Application Number Priority Date Filing Date Title
JP18881293A JPH0718790A (en) 1993-06-30 1993-06-30 Distribution method for reinforcement

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Application Number Priority Date Filing Date Title
JP18881293A JPH0718790A (en) 1993-06-30 1993-06-30 Distribution method for reinforcement

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JPH0718790A true JPH0718790A (en) 1995-01-20

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008081985A (en) * 2006-09-27 2008-04-10 Nippon Concrete Ind Co Ltd Pile and pile head anchoring structure
JP2011012506A (en) * 2009-07-06 2011-01-20 Jfe Steel Corp Pier structure
JP2013014924A (en) * 2011-07-01 2013-01-24 Shinei Co Ltd Reinforcing structure of unit reinforcement
JP2015071938A (en) * 2014-12-08 2015-04-16 株式会社タック Template and fixing plate for assembling post reinforced with reinforcing steels
WO2020116749A1 (en) * 2018-12-03 2020-06-11 이양운 Assembly-type hoop

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008081985A (en) * 2006-09-27 2008-04-10 Nippon Concrete Ind Co Ltd Pile and pile head anchoring structure
JP2011012506A (en) * 2009-07-06 2011-01-20 Jfe Steel Corp Pier structure
JP2013014924A (en) * 2011-07-01 2013-01-24 Shinei Co Ltd Reinforcing structure of unit reinforcement
JP2015071938A (en) * 2014-12-08 2015-04-16 株式会社タック Template and fixing plate for assembling post reinforced with reinforcing steels
WO2020116749A1 (en) * 2018-12-03 2020-06-11 이양운 Assembly-type hoop

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