JP2000160768A - Reinforcement positioning tool - Google Patents

Reinforcement positioning tool

Info

Publication number
JP2000160768A
JP2000160768A JP10333192A JP33319298A JP2000160768A JP 2000160768 A JP2000160768 A JP 2000160768A JP 10333192 A JP10333192 A JP 10333192A JP 33319298 A JP33319298 A JP 33319298A JP 2000160768 A JP2000160768 A JP 2000160768A
Authority
JP
Japan
Prior art keywords
reinforcing bar
rebar
pair
positioning tool
receiving portion
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
JP10333192A
Other languages
Japanese (ja)
Other versions
JP3249784B2 (en
Inventor
Katsutoshi Ishikawa
勝利 石川
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.)
AKOO KK
Aco Co Ltd
Original Assignee
AKOO KK
Aco Co Ltd
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 AKOO KK, Aco Co Ltd filed Critical AKOO KK
Priority to JP33319298A priority Critical patent/JP3249784B2/en
Publication of JP2000160768A publication Critical patent/JP2000160768A/en
Application granted granted Critical
Publication of JP3249784B2 publication Critical patent/JP3249784B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To simplify the work of positioning reinforcement installed between a pair of forms. SOLUTION: An entire positioning tool A is formed to be elastically bendable and deformable by means of a wire and a pair of first reinforcement receiving parts 2 through which a pair of first reinforcements 20 are passed for positioning and a pair of second reinforcement receiving parts 3 through which a pair of second reinforcements 21 are passed for positioning are formed in the positioning tool A. An abutting part 5 which is installed while abutting against a form K so that the second reinforcements 21 passed through the second reinforcement receiving parts 3 are pressed against the first reinforcements 20 passed through the first reinforcement receiving parts 2 is formed between each first reinforcement receiving part 2 and each second reinforcement receiving part 3.

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】この発明は鉄筋入りコンクリ
ートの打設時にコンクリート中に挿入されて施工される
鉄筋の施工状態を適正化する目的で用いられる鉄筋用位
置決め具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a positioning tool for a reinforcing bar which is used for optimizing a working state of a reinforcing bar which is inserted into concrete when the concrete containing the reinforcing bar is poured.

【0002】[0002]

【従来の技術】鉄筋入りコンクリートが打設される二枚
の型枠間に、縦,横に挿入される各対の鉄筋の位置決め
をする場合、従来では、例えば図5(A)に示すよう
に、型枠55間に平行状に設置される1対の第1鉄筋5
1と、この両第1鉄筋51にそれぞれ交差して設置され
る1対の第2鉄筋52に対し、コ形状に曲折した形状の
金属製保持金具50を、ワイヤ53等によって括りつけ
て固定することによって両第1鉄筋51の設置間隔を規
定している。また、従来は、図5(B)に示すように、
第1鉄筋51を円盤状のプラスチック製保持具54の溝
部54a内に嵌め込み、保持具54が型枠54に内接す
るように保持具54をセットして両型枠55に対する第
1鉄筋51の施工位置を規定していた。
2. Description of the Related Art When positioning a pair of reinforcing bars inserted vertically and horizontally between two forms on which concrete with reinforcing bars is to be cast, conventionally, for example, as shown in FIG. A pair of first reinforcing bars 5 installed in parallel between the formwork 55;
1 and a pair of second reinforcing bars 52 installed to intersect with the first reinforcing bars 51, respectively, and fix a metal holding bracket 50 bent in a U-shape by tying it with a wire 53 or the like. This defines the installation interval between the two first reinforcing bars 51. Conventionally, as shown in FIG.
The first reinforcing bar 51 is fitted into the groove 54 a of the disc-shaped plastic holder 54, and the holder 54 is set so that the holder 54 is inscribed in the mold 54. The position was prescribed.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記した鉄筋
の施工方法は、鉄筋の位置決め作業が煩雑であり、各対
の鉄筋を位置決めするために必要な部材個数が多くなっ
てコスト高となる問題点がある。そこで、本発明はコン
クリート中に挿入されて施工される鉄筋の位置決め作業
を簡便化することを課題とするものである。
However, the above-described rebar construction method has a problem in that the operation of positioning the rebar is complicated, and the number of members required for positioning each pair of rebars increases, resulting in an increase in cost. There is a point. Therefore, an object of the present invention is to simplify the work of positioning a reinforcing bar inserted into concrete and executed.

【0004】[0004]

【課題を解決するための手段】請求項1記載の発明は、
コンクリートを打設する隙間を隔てて設置される1対の
型枠に両端部がそれぞれ内接した状態で全体が両型枠間
に挟み込まれて設置されるように設定された横幅を有す
る位置決め具であって、両型枠間に並行状態で施工され
る1対の鉄筋を挿通して位置決めする1対の鉄筋受け部
を形成した構成を有する。
According to the first aspect of the present invention,
A positioning tool having a lateral width set so that the entire body is sandwiched and installed between a pair of molds installed in a state where both ends are respectively inscribed in a pair of molds installed with a gap for casting concrete therebetween. In this case, a pair of rebar receiving portions for inserting and positioning a pair of rebars constructed in parallel between the two formwork are formed.

【0005】請求項1記載の鉄筋用位置決め具では、両
側の型枠間に並行状態で設置された1対の鉄筋を1対の
鉄筋受け部内にそれぞれ挿通すると、両第1鉄筋の設置
間隔が規定通りとなり、かつ、型枠から各第1鉄筋まで
の施工間隔がそれぞれ規定通りとなった適正な状態で、
両鉄筋が位置決めされて施工される。
In the positioning tool for reinforcing bars according to the first aspect, when a pair of reinforcing bars installed in parallel between the molds on both sides are inserted into the pair of reinforcing bar receiving portions, the installation interval between the two first reinforcing bars is reduced. In the proper state, as specified, and the construction interval from the formwork to each first reinforcing bar was as specified,
Both rebars are positioned and constructed.

【0006】請求項2記載の発明は、請求項1記載の鉄
筋用位置決め具において、1対の第1鉄筋を挿通して位
置決めする1対の第1鉄筋受け部の近傍には、第1鉄筋
と交差して施工される第2鉄筋を挿通して位置決めする
第2鉄筋受け部をそれぞれ形成した構成を有する。
According to a second aspect of the present invention, there is provided the positioning tool for a reinforcing bar according to the first aspect, wherein the first reinforcing bar is provided near the pair of first reinforcing bar receiving portions for positioning by inserting the pair of first reinforcing bars. And a second reinforcing bar receiving portion for positioning by inserting a second reinforcing bar constructed to intersect with the second reinforcing bar.

【0007】請求項2記載の鉄筋用位置決め具では、1
対の第1鉄筋を両第1鉄筋受け部に挿通し、この両第1
鉄筋とそれぞれ交差する1対の第2鉄筋を両第2鉄筋受
け部に挿通すると、両第1鉄筋の設置間隔および両第2
鉄筋の設置間隔が共に規定通りとなり、型枠から各第1
鉄筋までの施工間隔および型枠から各第2鉄筋までの施
工間隔が共に規定通りとなって各第1鉄筋および各第2
鉄筋がそれぞれ適正状態で施工される。
In the positioning tool for reinforcing steel according to claim 2, 1
Insert the pair of first reinforcing bars into both first reinforcing bar receiving portions, and
When a pair of second rebars respectively intersecting with the rebar is inserted into both the second rebar receiving portions, the installation interval of the first rebars and the second
The installation intervals of the reinforcing bars are as specified, and the first
The construction interval to the reinforcing bar and the construction interval from the formwork to each second reinforcing bar are both stipulated, and the first reinforcing bar and the second
Reinforcing bars are constructed in proper condition.

【0008】請求項3記載の発明は、請求項2記載の鉄
筋用位置決め具において、各第1鉄筋受け部と第2鉄筋
受け部との間には、型枠に当接した状態でそれぞれ設置
され、前記第2鉄筋受け部を前記第1鉄筋受け部側へ押
圧して前記第2鉄筋受け部に挿通された第2鉄筋を、前
記第1鉄筋受け部に挿通された第1鉄筋に押しつける当
接部をそれぞれ形成した構成を有する。
According to a third aspect of the present invention, there is provided the positioning tool for a reinforcing bar according to the second aspect, wherein each of the first reinforcing bar receiving portion and the second reinforcing bar receiving portion is provided in contact with the formwork. Then, the second rebar receiving portion is pressed toward the first rebar receiving portion, and the second rebar inserted in the second rebar receiving portion is pressed against the first rebar inserted in the first rebar receiving portion. It has a configuration in which the contact portions are formed.

【0009】請求項3記載の発明では、両第1鉄筋を両
第1鉄筋に挿通して両第2鉄筋を両第2鉄筋に挿通し、
両当接部をそれぞれ型枠に当接させると、型枠によって
押圧された当接部の弾発力によって第2鉄筋が第1鉄筋
に押しつけられた状態となり、両第1鉄筋と両第2鉄筋
との各鉄筋交差部での交差状態が適正化および均整化す
る。
According to the third aspect of the present invention, both first reinforcing bars are inserted through both first reinforcing bars, and both second reinforcing bars are inserted through both second reinforcing bars.
When the contact portions are respectively brought into contact with the form, the second rebar is pressed against the first rebar by the resilience of the contact portion pressed by the form, and the first rebar and the second rebar are brought into contact with each other. The state of intersection with the rebar at each rebar intersection is optimized and leveled.

【0010】請求項4記載の発明は、請求項2または請
求項3記載の鉄筋用位置決め具において、全体を線材に
よって弾性曲げ変形可能に形成して前記両当接部を、型
枠に接する接点を頂部として折れ曲った形状にそれぞれ
形成し、前記両第1鉄筋受け部および前記両第2鉄筋受
け部を、この両第2鉄筋受け部をそれぞれ第2鉄筋に掛
止しながら全体を1対の第1鉄筋と1対の第2鉄筋とが
交差する1対の鉄筋交差部側へ押し込んだときに、その
1対の第1鉄筋が前記両第1鉄筋受け部内にそれぞれ導
入されるように形成した構成を有する。
According to a fourth aspect of the present invention, there is provided the positioning tool for a reinforcing bar according to the second or third aspect, wherein the whole is formed by a wire so as to be elastically bendable, and the contact portions are brought into contact with the formwork. Are formed in a bent shape with the top as a top part, and the first reinforcing bar receiving portion and the second reinforcing bar receiving portion are combined as a pair while the second reinforcing bar receiving portions are respectively hooked on the second reinforcing bar. When the first rebar and the pair of second rebars are pushed into a pair of rebar intersections where they intersect with each other, the pair of first rebars are respectively introduced into the two first rebar receiving portions. It has a formed configuration.

【0011】請求項4記載の発明では、全体が弾性曲げ
変形可能な線材で形成され、両第2鉄筋受け部を1対の
第1鉄筋に掛止めしながら、全体を1対の第1鉄筋と1
対の第2鉄筋との両交差部側へ押し込むと、その1対の
第1鉄筋がそれぞれ第1鉄筋受け部内に自動的に導入さ
れて位置決めされ、各鉄筋の抜け落ちが共に抑止され
る。
[0011] According to the fourth aspect of the present invention, the whole is formed of an elastically bendable wire, and the whole second reinforcing bar receiving portion is hung on the pair of first reinforcing bars, and the whole is a pair of first reinforcing bars. And 1
When the pair of first rebars is pushed into both intersections with the second rebar, the pair of first rebars are automatically introduced and positioned in the first rebar receiving portions, respectively, and both rebars are prevented from falling off.

【0012】請求項5記載の発明は、請求項3または請
求項4記載の鉄筋用位置決め具において、両当接部に
は、この当接部の頂部を起点とする錆の拡がりを阻止す
る錆止め部をそれぞれ形成した構成を有する。
According to a fifth aspect of the present invention, there is provided the positioning tool for a reinforcing bar according to the third or fourth aspect, wherein both abutting portions are provided with rust stoppers for preventing rust from spreading from the top of the abutting portion. It has a configuration in which each part is formed.

【0013】請求項5記載の発明では、コンクリートの
打設時に型枠に内接した状態となってコンクリート中に
埋込まれる当接部の頂部が型枠の取外しによって露出し
ても、前記頂部から発生する錆の拡がりが錆止め部によ
って阻止され、各鉄筋受け部によって位置決めされた各
鉄筋への錆の拡がりが防止される。
According to the fifth aspect of the present invention, even if the top of the abutting portion which is inscribed in the concrete and is embedded in the concrete when the concrete is poured is exposed by removing the form, the above-mentioned top may be used. The spread of rust generated from the rust is prevented by the rust stopper, and the spread of rust to each reinforcing bar positioned by each reinforcing bar receiving portion is prevented.

【0014】[0014]

【発明の実施の形態】次に、本発明の実施の形態を図1
〜図4にしたがって説明する。鉄筋用の位置決め具A
は、二枚の型枠K間に設置した縦向きの第1鉄筋20と
横向きの第2鉄筋21を位置決め固定するための位置決
め具である。第1鉄筋20及び第2鉄筋21はそれぞれ
2本を一組として型枠K間に並行状に配置される。
FIG. 1 shows an embodiment of the present invention.
4 will be described with reference to FIG. Positioning tool A for reinforcing bars
Is a positioning tool for positioning and fixing the first vertical reinforcing bar 20 and the second horizontal reinforcing bar 21 installed between the two molds K. The first reinforcing bar 20 and the second reinforcing bar 21 are arranged in parallel between the molds K as a set of two bars.

【0015】図1に示すように、型枠K間において縦,
横の鉄筋は、第1鉄筋20,20の設置間隔D1および
型枠Kから各第1鉄筋20までの間隔D2をそれぞれ規
定通りに揃え、また、各対の第1鉄筋20とそれぞれ直
交状に交差した状態で両型枠K間に挿入されて並行状態
で施工される各対の第2鉄筋21,21の設置間隔およ
び型枠Kから各第2鉄筋21までの施工間隔を、位置決
め具Aを使って、それぞれ規定通りに揃えられる。
As shown in FIG. 1, a vertical
The horizontal reinforcing bars align the installation interval D1 of the first reinforcing bars 20, 20 and the interval D2 from the formwork K to each first reinforcing bar 20 as specified, and are orthogonal to each pair of the first reinforcing bars 20, respectively. Positioning tool A is used to determine the installation interval of each pair of second rebars 21 and 21 and the installation interval from mold K to each second rebar 21 that are inserted between both formwork K in an intersecting state and constructed in parallel. , And are aligned as specified.

【0016】位置決め具Aは、各対の第1鉄筋20およ
び各対の第2鉄筋21が適切な施工態様で施工されるよ
うに第1鉄筋20と第2鉄筋21とが交差した各対の鉄
筋交差部22に跨って装着され、コンクリート打設後、
各鉄筋20,21とともにコンクリート中に埋込み施工
される。
The positioning tool A is provided for each pair of the first reinforcing bars 20 and the second reinforcing bars 21 which intersect so that the first reinforcing bars 20 of each pair and the second reinforcing bars 21 of each pair are constructed in an appropriate construction manner. It is installed straddling the rebar intersection 22, and after casting concrete,
It is embedded in concrete together with the rebars 20 and 21.

【0017】位置決め具Aは、この実施の形態では、ば
ね線材を曲げ加工して作製され、全体が弾性曲げ変形可
能に形成されている。
In this embodiment, the positioning tool A is formed by bending a spring wire, and is formed so as to be capable of elastic bending deformation as a whole.

【0018】位置決め具Aの横幅は、この位置決め具A
の両端が両側の型枠Kにそれぞれ内接し、位置決め具A
が両型枠Kによって両側から挟圧されて全体が僅かに圧
縮した状態で、位置決め具Aを両型枠K間に挟み込んで
設置することができる長さに設定されている。
The width of the positioning tool A is
Are inscribed in the molds K on both sides, respectively, and the positioning tool A
Is set to a length that allows the positioning tool A to be sandwiched and installed between the two mold frames K in a state in which the whole is slightly compressed by being pressed from both sides by both mold frames K.

【0019】位置決め具Aの中央付近には、位置決め具
Aの横幅方向に沿って直線状に延びるストレート部1が
形成されている。
In the vicinity of the center of the positioning tool A, a straight portion 1 extending linearly along the width direction of the positioning tool A is formed.

【0020】位置決め具Aには、ストレート部1の両端
にそれぞれ連接され、ほぼU形状に湾曲して位置決め具
Aの横幅方向と直交する方向へ凹んだ形状を有し、1対
の第1鉄筋20を挿通して位置決めする1対の第1鉄筋
受け部2,2が左右対称状に形成されている。
The positioning member A is connected to both ends of the straight portion 1 and has a shape which is curved in a substantially U shape and is depressed in a direction orthogonal to the lateral width direction of the positioning member A, and has a pair of first reinforcing bars. A pair of first reinforcing bar receiving portions 2, 2 for positioning by inserting 20, are formed symmetrically.

【0021】位置決め具Aを両型枠K間に挟み込み、1
対の第1鉄筋20を位置決め具Aの両第1鉄筋受け部2
に挿通すると、両第1鉄筋20は、この両第1鉄筋20
の設置間隔D1が規定通りとなって、各対の第1鉄筋2
0の設置間隔D1が規定通りに揃えられ、型枠Kからそ
の第1鉄筋20までの施工間隔D2が規定通りとなって
型枠Kから各第1鉄筋までの施工間隔D2が規定通りに
揃えられた状態となって施工される。
Positioning tool A is sandwiched between both mold frames K, and 1
The pair of first reinforcing bars 20 are placed on both first reinforcing bar receiving portions 2 of the positioning tool A.
When the first reinforcing bar 20 is inserted through the first reinforcing bar 20,
Of the first reinforcing bar 2 of each pair
The installation interval D1 of 0 is aligned as specified, the installation interval D2 from the formwork K to the first reinforcing bar 20 is specified, and the installation interval D2 from the formwork K to each first reinforcing bar is aligned as specified. It is constructed in a state where it was done.

【0022】両第1鉄筋受け部2とストレート部1との
連接部には、第1鉄筋20を第1鉄筋受け部2に挿通す
るときに第1鉄筋20を案内して第1鉄筋受け部2に円
滑に導入させるガイド部4がそれぞれ傾斜状に形成され
ている。
At the connection between the first reinforcing bar receiving portion 2 and the straight portion 1, the first reinforcing bar 20 is guided to guide the first reinforcing bar 20 when the first reinforcing bar 20 is inserted into the first reinforcing bar receiving portion 2. The guide portions 4 to be smoothly introduced into 2 are each formed in an inclined shape.

【0023】両第1鉄筋受け部2の近傍には、この第1
鉄筋受け部2に沿う平面と直交する平面に沿ってほぼU
形状に湾曲した形状をそれぞれ有し、第1鉄筋20と外
接状態で直交状に交差して施工される第2鉄筋21を挿
通して位置決めする第2鉄筋受け部3がそれぞれ形成さ
れている。
In the vicinity of both first reinforcing bar receiving portions 2,
A substantially U along a plane perpendicular to the plane along the rebar receiving portion 2
The second reinforcing bar receiving portions 3 each having a curved shape and being positioned by inserting a second reinforcing bar 21 that is constructed to intersect the first reinforcing bar 20 in an orthogonal manner in a circumscribed state are formed respectively.

【0024】各第1鉄筋受け部2と各第2鉄筋受け部3
との間には、型枠Kに当接した状態でそれぞれ設置され
て型枠Kに接する接点を頂部5aとしてほぼV形状又は
U形状に折れ曲った形状をそれぞれ有し、第2鉄筋受け
部3を第1鉄筋受け部2側へ押圧して第2鉄筋受け部3
に挿通された第2鉄筋21を、第1鉄筋受け部2に挿通
された第1鉄筋20に弾発力によって押しつける当接部
5がそれぞれ形成されている。
Each first reinforcing bar receiving portion 2 and each second reinforcing bar receiving portion 3
Between the second reinforcing bar receiving portion and the second reinforcing bar receiving portion, each of which has a contact point in contact with the formwork K and is bent into a substantially V shape or a U shape as a top portion 5a. 3 is pressed toward the first reinforcing bar receiving portion 2 side, and the second reinforcing bar receiving portion 3 is pressed.
The contact portions 5 for pressing the second reinforcing bar 21 inserted through the first reinforcing bar 20 into the first reinforcing bar 20 inserted through the first reinforcing bar receiving portion 2 by resilient force are formed.

【0025】図1の仮想線にて示すように、フリー状態
の当接部5のV形又はU形は開いた状態にされていて、
第2鉄筋21に第2鉄筋受け部3を挿通させた場合に、
第2鉄筋受け部3に弾発力を与えて第2鉄筋21の固定
性を強くするようにされている。
As shown by the imaginary line in FIG. 1, the V-shaped or U-shaped of the contact portion 5 in the free state is open,
When the second reinforcing bar receiving portion 3 is inserted through the second reinforcing bar 21,
An elastic force is applied to the second reinforcing bar receiving portion 3 to enhance the fixation of the second reinforcing bar 21.

【0026】両第1鉄筋受け部2および両第2鉄筋受け
部3は、両第2鉄筋受け部3を第2鉄筋21に掛止しな
がら、鉄筋位置決め具A全体を1対の第1鉄筋20と1
対の第2鉄筋21が交差した1対の鉄筋交差部22側へ
押し込んだときに、その1対の第1鉄筋20が両第1鉄
筋受け部2内に自動的に導入されるような形状にそれぞ
れ形成されている。
The first and second reinforcing bar receiving portions 2 and 3 hold the second reinforcing bar receiving portion 3 on the second reinforcing bar 21 while holding the reinforcing bar positioning tool A as a pair of first reinforcing bars. 20 and 1
When the pair of second rebars 21 are pushed into the pair of rebar intersections 22 where they intersect, the pair of first rebars 20 is automatically introduced into both first rebar receivers 2. Are formed respectively.

【0027】1対の第1鉄筋20を両第1鉄筋受け部2
にそれぞれ挿通し、この1対の第1鉄筋20とそれぞれ
交差する1対の第2鉄筋21を両第2鉄筋受け部3にそ
れぞれ挿通すると、両第2鉄筋21はそれぞれ第1鉄筋
20に押しつけられて動きが制限された状態でそれぞれ
位置決めされ、1対の第1鉄筋20の設置間隔D1およ
び1対の第2鉄筋21の設置間隔が共に規定通りとな
り、かつ、型枠Kから各第1鉄筋20までの設置間隔D
2および型枠Kから各第2鉄筋21までの施工間隔が共
に規定通りとなった状態で、両第1鉄筋20および両第
2鉄筋21がそれぞれ施工される。
The pair of first reinforcing bars 20 are connected to both first reinforcing bar receiving portions 2.
When a pair of second reinforcing bars 21 respectively intersecting with the pair of first reinforcing bars 20 are respectively inserted into both the second reinforcing bar receiving portions 3, both the second reinforcing bars 21 are pressed against the first reinforcing bars 20, respectively. And the positioning of the pair of first reinforcing bars 20 and the mounting interval of the pair of second reinforcing bars 21 are both stipulated. Installation interval D to rebar 20
Both the first rebar 20 and the second rebars 21 are respectively constructed in a state where the construction intervals from the mold 2 and the formwork K to the respective second rebars 21 are as specified.

【0028】両当接部5には、塗料や錆止め剤等の錆止
め用の被膜によって被覆され、頂部5aを起点とする錆
の拡がりを阻止する錆止め部7が頂部5aの両側にわた
ってそれぞれ形成されている。
Both contact portions 5 are covered with a rust-preventive coating such as a paint or a rust-preventive agent, and rust-preventing portions 7 are formed on both sides of the top portion 5a to prevent the spread of rust starting from the top portion 5a. I have.

【0029】錆止め部7は、コンクリート打設後型枠K
を取外し、両当接部5の頂部5aを除いて位置決め具A
全体がコンクリート中に埋込まれ、両当接部5の頂部5
aのみが露出した状態となったときに、露出した頂部5
aから発生する錆の拡がりを防ぐ目的で形成されてい
る。
[0029] The rust-preventing portion 7 is formed by the form K
Is removed, and the positioning tool A is removed except for the tops 5a of both contact portions 5.
The whole is embedded in the concrete, and the top 5
When only a is exposed, the exposed top 5
It is formed for the purpose of preventing the spread of rust generated from a.

【0030】位置決め具Aを、1対の第1鉄筋20と1
対の第2鉄筋21とが交差した第1の鉄筋交差部22に
装着してこの両第1鉄筋20および両第2鉄筋21を位
置決めするに際し、図4に示すように、全体を第2鉄筋
21に対して斜交させた状態で一方の第2鉄筋受け部3
を一方の第2鉄筋21に掛止し、次に他方の第2鉄筋受
け部3を他方の第2鉄筋21に掛止する。
The positioning tool A is connected to a pair of first reinforcing bars 20 and 1
When the two first reinforcing bars 20 and the two second reinforcing bars 21 are positioned by being mounted on the first reinforcing bar crossing portion 22 where the pair of second reinforcing bars 21 intersect, as shown in FIG. 21 and one of the second reinforcing bar receiving portions 3
Is hooked on one second reinforcing bar 21, and then the other second reinforcing bar receiving portion 3 is hooked on the other second reinforcing bar 21.

【0031】続いて、位置決め具A全体を、両第2鉄筋
受け部3がそれぞれ両第2鉄筋21に掛止されて全体が
第2鉄筋21と直交した状態にして両鉄筋交差部22側
へ押し込むと、両第1鉄筋20がそれぞれ第1鉄筋受け
部2内に自動的に導入され、位置決め具Aは、横幅が若
干狭縮して両型枠K間に挟み込まれた状態で両鉄筋交差
部22に装着され、両第1鉄筋20および両第2鉄筋2
1は位置決め具Aによって位置決めされて両型枠K間の
規定位置にそれぞれセットされる。
Subsequently, the entire positioning tool A is moved toward both rebar intersections 22 with both second rebar receiving portions 3 being hung on the second rebars 21, respectively, and being entirely orthogonal to the second rebar 21. When pushed in, both first rebars 20 are automatically introduced into the first rebar receiving portions 2 respectively, and the positioning tool A crosses both rebars in a state where the width of the positioning tool A is slightly narrowed and sandwiched between the two formwork Ks. The first reinforcement 20 and the second reinforcement 2 are attached to the portion 22.
1 is positioned by the positioning tool A and set at a specified position between the two mold frames K.

【0032】上記した実施の形態によれば、両型枠K間
に並行状態で挿入される各対の第1鉄筋20、およびこ
の第1鉄筋20と交差して設置される各対の第2鉄筋2
1を、各対の第1鉄筋20間の間隔D1および各対の第
2鉄筋21間の間隔をそれぞれ規定通りに揃え、型枠K
から各第1鉄筋20までの間隔D2および型枠Kから各
第2鉄筋21までの間隔をそれぞれ規定通りの間隔に揃
えた適正状態で施工することができ、各対の第1鉄筋2
0および各対の第2鉄筋21の位置決め作業を簡便化
し、施工方向が異る2組の鉄筋20,21をワンタッチ
で一挙に位置決めすることができる。
According to the above-described embodiment, each pair of first reinforcing bars 20 inserted in parallel between the two formwork K, and each pair of second reinforcing bars 20 Reinforcing bar 2
1, the spacing D1 between the first reinforcing bars 20 of each pair and the spacing between the second reinforcing bars 21 of each pair are aligned as specified, and the formwork K
Can be constructed in an appropriate state in which the distance D2 from the first reinforcing bar 20 to the first reinforcing bar 20 and the distance from the formwork K to the second reinforcing bar 21 are set to the prescribed intervals, respectively.
The positioning operation of the second reinforcing bar 21 and each pair of the second reinforcing bars 21 is simplified, and the two sets of reinforcing bars 20 and 21 having different working directions can be positioned at a time with one touch.

【0033】また、第1鉄筋20と第2鉄筋21との各
鉄筋交差部22の施工状態を一定状態に揃えて安定化さ
せることができるとともに、第1鉄筋20が第1鉄筋受
け部2から抜け落ちたり、第2鉄筋21が第2鉄筋受け
部3から抜け落ちる不具合を無くして両鉄筋交差部22
への位置決め具Aの取付け状態を強化および安定化する
ことができる。第2鉄筋受け部3は図1に示すように、
外方へ戻る弾発力を有していて、第2鉄筋21を保持す
ることにより、第2鉄筋21及びその影響で第1鉄筋2
0の固定を安定化させ得る。
Further, the construction state of each reinforcing bar intersection portion 22 of the first reinforcing bar 20 and the second reinforcing bar 21 can be made uniform and stabilized, and the first reinforcing bar 20 can be moved from the first reinforcing bar receiving portion 2. It is possible to eliminate the problem that the second reinforcing bar 21 falls out or the second reinforcing bar 21 falls out of the second
It is possible to strengthen and stabilize the attachment state of the positioning tool A to the positioning member A. As shown in FIG. 1, the second reinforcing bar receiving portion 3
It has a resilient force to return to the outside and holds the second reinforcing bar 21, so that the second reinforcing bar 21 and the first reinforcing bar 2
The fixation of 0 can be stabilized.

【0034】さらに、位置決め具Aを各対の鉄筋交差部
22に装着して各対の第1鉄筋20および各対の第2鉄
筋21を位置決めする作業を簡易化することができると
ともに、位置決め具A全体の形態をシンプルにしてその
製作コストを節減することができる。
Furthermore, the operation of positioning the first reinforcing bar 20 and the second reinforcing bar 21 of each pair by attaching the positioning tool A to each pair of reinforcing bar intersections 22 can be simplified, and the positioning tool can be positioned. It is possible to reduce the manufacturing cost by simplifying the overall configuration of A.

【0035】さらに、コンクリート打設後型枠Kを取外
したときに露出する当接部5の頂部5aから発生する錆
の進行を錆止め部7によって的確に阻止することがで
き、コンクリート打設後錆が当接部5から鉄筋20,2
1に移行して鉄筋20,21に錆が発生する不具合を解
消することができるとともに、位置決め具Aを安価な材
料によって製作することが可能となる。
Further, the progress of rust generated from the top portion 5a of the contact portion 5 exposed when the form K is removed after the concrete has been cast can be accurately prevented by the rust stopper 7, and the rust after the concrete has been cast. Are rebars 20 and 2
In addition, the problem that rust is generated on the rebars 20 and 21 by moving to 1 can be solved, and the positioning tool A can be manufactured from an inexpensive material.

【0036】前記した実施の形態は縦向きの第1鉄筋2
0,20の内側に横向きの第2鉄筋21,21を配置し
た配置構成に対して位置決め具Aを適用した場合を説明
したが、縦向きの第1鉄筋の外側に第2鉄筋が配置され
た配置構成の場合は、第2鉄筋受け部3を縦向きの第1
鉄筋に挿入することで位置決め具Aを第1,第2鉄筋に
適用して各両鉄筋を位置決めすることができる。(図示
せず)。
In the above-described embodiment, the first reinforcing bar 2
The case where the positioning tool A is applied to the arrangement configuration in which the horizontal second reinforcing bars 21 and 21 are disposed inside 0 and 20 has been described, but the second reinforcing bar is disposed outside the vertical first reinforcing bar. In the case of the arrangement configuration, the second rebar receiving part 3 is
By inserting the positioning tool A into the first and second rebars by inserting them into the rebars, both rebars can be positioned. (Not shown).

【0037】[0037]

【発明の効果】請求項1記載の発明によれば、両型枠間
に並行状態で挿入される各対の鉄筋を、この各対の鉄筋
間の間隔、および型枠から鉄筋までの間隔をそれぞれ規
定通りの間隔に揃えた適正状態で施工することができ、
各対の鉄筋を位置決めする作業を簡便化することができ
る。
According to the first aspect of the present invention, the pair of reinforcing bars inserted in parallel between the two molds is formed by adjusting the interval between the pair of reinforcing bars and the interval from the mold to the reinforcing bar. It can be installed in the proper condition aligned with the specified interval,
The work of positioning each pair of reinforcing bars can be simplified.

【0038】請求項2記載の発明によれば、両型枠間に
並行状態で挿入される各対の第1鉄筋、および、この第
1鉄筋と交差して設置される各対の第2鉄筋を、各対の
第1鉄筋間の間隔および各対の第2鉄筋間の間隔をそれ
ぞれ規定通りに揃え、型枠から各第1鉄筋までの間隔お
よび型枠から各第2鉄筋までの間隔をそれぞれ規定通り
の間隔に揃えた適正状態で施工するこてができ、各対の
第1鉄筋および各対の第2鉄筋の位置決め作業を簡便化
し、施工方向が異る2組の鉄筋対をワンタッチで一挙に
位置決めすることができる。
According to the second aspect of the present invention, each pair of the first reinforcing bars inserted in parallel between the two molds, and each pair of the second reinforcing bars installed so as to cross the first reinforcing bars. The spacing between the first reinforcing bars of each pair and the spacing between the second reinforcing bars of each pair are aligned as prescribed, and the spacing from the formwork to each first reinforcing bar and the spacing from the formwork to each second reinforcing bar are determined. It can be installed in the proper condition with the specified spacing, simplifying the work of positioning the first reinforcing bar of each pair and the second reinforcing bar of each pair, and one-touch two reinforcing bar pairs with different working directions. Can be positioned all at once.

【0039】請求項3記載の発明によれば、第1鉄筋と
第2鉄筋との各鉄筋交差部の施工状態を一定状態に揃え
て安定化させることができるとともに、第1鉄筋が第1
鉄筋受け部から抜け落ちたり、第2鉄筋が第2鉄筋受け
部から抜け落ちる不具合を無くして両鉄筋交差部への位
置決め具の取付け状態を強化および安定化することがで
きる。
According to the third aspect of the present invention, it is possible to stabilize the construction of the intersection of the first and second rebars at the intersections of the respective rebars, and to stabilize the construction of the first rebar.
It is possible to enhance and stabilize the state of attachment of the positioning tool to the intersection of both rebars without eliminating the problem that the rebar falls off from the rebar receiving portion or the second rebar falls off from the second rebar receiving portion.

【0040】請求項4記載の発明によれば、位置決め具
を各対の鉄筋交差部に装着して各対の第1鉄筋および各
対の第2鉄筋を位置決めする作業を簡易化することがで
きるとともに、位置決め具全体の形態をシンプルにして
その製作コストを節減することができる。
According to the fourth aspect of the present invention, it is possible to simplify the work of positioning the first reinforcing bar of each pair and the second reinforcing bar of each pair by attaching the positioning tool to the intersection of each pair of reinforcing bars. At the same time, the overall configuration of the positioning tool can be simplified, and the manufacturing cost can be reduced.

【0041】請求項5記載の発明によれば、コンクリー
ト打設後型枠を取外したときに露出する当接部の頂部か
ら発生する錆の進行を錆止め部によって的確に阻止する
ことができ、コンクリート打設後錆が当接後から鉄筋に
移行して鉄筋に錆が発生する不具合を解消することがで
きるとともに、位置決め具を安価な材料によって製作す
ることが可能となる。
According to the fifth aspect of the present invention, the progress of rust generated from the top of the contact portion exposed when the formwork is removed after the concrete is cast can be accurately prevented by the rust stopper. It is possible to eliminate the problem that rust migrates to the rebar after the abutment and a rust is generated on the rebar after the abutment, and it is possible to manufacture the positioning tool with an inexpensive material.

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

【図1】本発明の実施の形態を示すもので、鉄筋用位置
め具の使用状態を示す平面図である。
FIG. 1 shows an embodiment of the present invention, and is a plan view showing a use state of a reinforcing bar positioning tool.

【図2】図1のXーX線矢視図である。FIG. 2 is a view taken along line XX of FIG. 1;

【図3】鉄筋用位置決め具の斜視図である。FIG. 3 is a perspective view of a rebar positioning tool.

【図4】鉄筋用位置決め具の装着態様を説明する平面図
である。
FIG. 4 is a plan view illustrating a mounting mode of a rebar positioning tool.

【図5】従来の鉄筋の位置決め方法を説明する平面図で
ある。
FIG. 5 is a plan view illustrating a conventional method of positioning a reinforcing bar.

【符号の説明】[Explanation of symbols]

2 第1鉄筋受け部 3 第2鉄筋受け部 5 当接部 7 錆止め部 20 第1鉄筋 21 第2鉄筋 22 鉄筋交差部 A 鉄筋用位置決め具 K 型枠 2 1st rebar receiving part 3 2nd rebar receiving part 5 Contact part 7 Rust prevention part 20 1st rebar 21 Second rebar 22 Rebar crossing part A Rebar positioning tool K formwork

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 コンクリートを打設する隙間を隔てて設
置される1対の型枠に両端部がそれぞれ内接した状態で
全体が両型枠間に挟み込まれて設置されるように設定さ
れた横幅を有する位置決め具であって、両型枠間に並行
状態で施工される1対の鉄筋を挿通して位置決めする1
対の鉄筋受け部を形成した鉄筋用位置決め具。
1. A configuration in which both ends are respectively inscribed in a pair of formwork installed with a gap for concrete casting therebetween, and the whole is set so as to be sandwiched between both formworks. A positioning tool having a lateral width, for positioning by inserting a pair of reinforcing bars constructed in parallel between two molds.
Reinforcing bar positioning tool with paired rebar receiving parts.
【請求項2】 1対の第1鉄筋を挿通して位置決めする
1対の第1鉄筋受け部の近傍には、第1鉄筋と交差して
施工される第2鉄筋を挿通して位置決めする第2鉄筋受
け部をそれぞれ形成した請求項1記載の鉄筋用位置決め
具。
2. A second reinforcing bar, which intersects with a first reinforcing bar, is positioned near a pair of first reinforcing bar receiving portions for positioning by inserting a pair of first reinforcing bars. 2. The reinforcing bar positioning tool according to claim 1, wherein two reinforcing bar receiving portions are formed.
【請求項3】 各第1鉄筋受け部と各第2鉄筋受け部と
の間には、型枠に当接した状態でそれぞれ設置され、前
記第2鉄筋受け部を前記第1鉄筋受け部側へ押圧して前
記第2鉄筋受け部に挿通された第2鉄筋を、前記第1鉄
筋受け部に挿通された第1鉄筋に押しつける当接部をそ
れぞれ形成した請求項2記載の鉄筋用位置決め具。
3. A first reinforcing bar receiving portion is provided between the first reinforcing bar receiving portion and the second reinforcing bar receiving portion so as to be in contact with a formwork, and the second reinforcing bar receiving portion is connected to the first reinforcing bar receiving portion. 3. The positioning tool for rebar according to claim 2, wherein abutment portions are formed to press the second rebar inserted into the second rebar receiving portion by pressing the second rebar into the first rebar inserted into the first rebar receiving portion. .
【請求項4】 全体を線材によって弾性曲げ変形可能に
成形して前記両当接部を、型枠に接する接点を頂部とし
て折れ曲った形状にそれぞれ形成し、両第1鉄筋受け部
および両第2鉄筋受け部を、この両第2鉄筋受け部をそ
れぞれ第2鉄筋に掛止しながら全体を1対の第1鉄筋と
1対の第2鉄筋とが交差する1対の鉄筋交差部側へ押し
込んだときに、その1対の第1鉄筋が前記両第1鉄筋受
け部内にそれぞれ導入されるように形成した請求項2ま
たは請求項3記載の鉄筋用位置決め具。
4. An entire body is formed of a wire so as to be elastically bendable and deformable, and the abutting portions are respectively formed in a bent shape with a contact point in contact with a mold as a top, and the first rebar receiving portion and the second rebar receiving portion are formed. While the two rebar receiving portions are hung on the second rebar, respectively, the two rebar receiving portions are moved toward the pair of rebar intersections where the pair of first reinforcing bars and the pair of second reinforcing bars intersect. The positioning tool for rebar according to claim 2 or 3, wherein the pair of first rebars are formed so as to be respectively introduced into the first and second rebar receivers when pushed in.
【請求項5】 両当接部には、この当接部の頂部を起点
とする錆の拡がりを阻止する錆止め部をそれぞれ形成し
た請求項3または請求項4記載の鉄筋用位置決め具。
5. The rebar positioning tool according to claim 3, wherein each of the abutting portions is provided with a rust stopping portion for preventing rust from spreading starting from the top of the abutting portion.
JP33319298A 1998-11-24 1998-11-24 Positioning tool for reinforcing bars Expired - Fee Related JP3249784B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33319298A JP3249784B2 (en) 1998-11-24 1998-11-24 Positioning tool for reinforcing bars

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33319298A JP3249784B2 (en) 1998-11-24 1998-11-24 Positioning tool for reinforcing bars

Publications (2)

Publication Number Publication Date
JP2000160768A true JP2000160768A (en) 2000-06-13
JP3249784B2 JP3249784B2 (en) 2002-01-21

Family

ID=18263348

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33319298A Expired - Fee Related JP3249784B2 (en) 1998-11-24 1998-11-24 Positioning tool for reinforcing bars

Country Status (1)

Country Link
JP (1) JP3249784B2 (en)

Also Published As

Publication number Publication date
JP3249784B2 (en) 2002-01-21

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