JPH0357262B2 - - Google Patents

Info

Publication number
JPH0357262B2
JPH0357262B2 JP60123509A JP12350985A JPH0357262B2 JP H0357262 B2 JPH0357262 B2 JP H0357262B2 JP 60123509 A JP60123509 A JP 60123509A JP 12350985 A JP12350985 A JP 12350985A JP H0357262 B2 JPH0357262 B2 JP H0357262B2
Authority
JP
Japan
Prior art keywords
column
reinforcing bar
bar guide
reinforcement
guide plate
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.)
Expired - Lifetime
Application number
JP60123509A
Other languages
Japanese (ja)
Other versions
JPS61282552A (en
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 filed Critical
Priority to JP12350985A priority Critical patent/JPS61282552A/en
Publication of JPS61282552A publication Critical patent/JPS61282552A/en
Publication of JPH0357262B2 publication Critical patent/JPH0357262B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、柱をコンクリート打設するときに用
いる鉄筋ガイドを兼ねた柱型枠補強具に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a column form reinforcing tool that also serves as a reinforcing bar guide for use when pouring concrete into columns.

(従来の技術) 従来、柱をコンクリート打設するには、柱配筋
の周りにスペーサを介してせき板を建て、4隅そ
の他にばたをあて、これ等を緊結材で締め付けて
いた。
(Prior Art) Conventionally, in order to cast concrete for a column, a weir was built around the column reinforcement via spacers, the four corners and other areas were covered with flaps, and these were tightened with binding material.

(発明が解決しようとする問題点) 上記工法によれば、コンクリートを打ち込むと
き、スペーサのみでは柱主筋とせき板との間隔を
保持することが困難で、そのため柱主筋が所定の
位置からずれた状態でコンクリート打設された
り、あるいは所定寸法通りの柱がコンクリート打
設できない恐れがある不都合があつた。
(Problems to be Solved by the Invention) According to the above construction method, when pouring concrete, it is difficult to maintain the distance between the main column reinforcement and the sheath plate using spacers alone, and as a result, the main column reinforcement may shift from its predetermined position. There was an inconvenience that the concrete was poured in the same condition, or that the concrete could not be poured for the columns according to the specified dimensions.

本発明によれば、このような不都合を無くすた
めの鉄筋ガイドを兼ねた柱型枠補強具を得ること
をその目的としたものである。
According to the present invention, it is an object of the present invention to provide a column formwork reinforcing tool that also serves as a reinforcing bar guide to eliminate such inconveniences.

(問題点を解決するための手段) 本発明は、柱型枠の端部に係合させる枠状の柱
型枠補強具本体と略中央部に鉄筋係合用凹部を形
成した鉄筋ガイドプレートとから成り、該柱型枠
補強具本体の少なくとも2個所の隅部に、前記鉄
筋ガイドプレートを隣接する2個の枠辺に跨つた
状態で保持する保持部を設けたことを特徴とす
る。
(Means for Solving the Problems) The present invention comprises a frame-shaped column form reinforcement body that is engaged with an end of a column form, and a reinforcing bar guide plate that has a reinforcing bar engagement recess formed approximately in the center thereof. The present invention is characterized in that holding portions are provided at at least two corners of the main body of the column form reinforcing device to hold the reinforcing bar guide plate in a state spanning two adjacent frame sides.

(作用) 上記構成によれば、柱配筋の周りに従来と同様
の方法で柱型枠を組み立てた後、その上端部に枠
状の柱型枠補強具本体を係合させ、その少なくと
も2箇所の隅部に2個の枠辺を跨るように配設し
た鉄筋ガイドプレートの略中央部の凹部に柱主筋
を嵌合させる。しかる後柱型枠内にコンクリート
を打ち込めば、柱型枠はコンクリートの重量によ
つて変形することがなく、また、柱主筋は鉄筋ガ
イドプレート及び柱型枠補強具本体を介して柱型
枠に固定されるから、柱主筋が所定の位置からず
れない状態で柱型枠内にコンクリートの打ち込み
が行なわれる。
(Function) According to the above configuration, after assembling the column formwork around the column reinforcement in the same manner as in the past, the frame-shaped column form reinforcement main body is engaged with the upper end of the column formwork, and at least two A column main reinforcement is fitted into a recessed portion approximately in the center of a reinforcing bar guide plate disposed at a corner of a location so as to straddle two frame sides. If concrete is poured into the column formwork after that, the column formwork will not be deformed by the weight of the concrete, and the column main reinforcement will be inserted into the column formwork via the reinforcing bar guide plate and the column formwork reinforcement body. Since it is fixed, concrete can be poured into the column formwork while the column main reinforcement does not shift from its predetermined position.

(実施例) 以下本発明の実施例を図面につき説明する。(Example) Embodiments of the present invention will be described below with reference to the drawings.

図面において、1は枠状の柱型枠補強具本体
で、該本体1は組み立てられた柱型枠Aの内周面
に嵌合する大きさを有し、その一端にフランジ1
Aが形成されている。図示の例では、該フランジ
1Aの4隅のそれぞれに鉄筋ガイドプレート2を
2個の枠辺に跨らせて立設するために、該2個の
枠辺にそれぞれ該鉄筋ガイドプレート2の厚さに
相当する間隔で2個の保持板3,3が対設されて
いる。該鉄筋ガイドプレート2は、その略中央部
に鉄筋すなわち柱主筋Bの径にほゞ等しい径の凹
部2Aが形成されていると共に保持板3,3で保
持されたときフランジ1Aの外縁から突出しない
全長を有している。
In the drawings, reference numeral 1 denotes a frame-shaped column form reinforcement body, which has a size that fits into the inner peripheral surface of the assembled column form A, and has a flange 1 at one end.
A is formed. In the illustrated example, in order to erect the reinforcing bar guide plate 2 at each of the four corners of the flange 1A so as to straddle two frame sides, the thickness of the reinforcing bar guide plate 2 is set on each of the two frame sides. Two retaining plates 3, 3 are arranged oppositely at an interval corresponding to the distance between the retaining plates 3 and 3. The reinforcing bar guide plate 2 has a recess 2A having a diameter approximately equal to the diameter of the reinforcing bar, that is, the main column reinforcement B, formed in its substantially central portion, and does not protrude from the outer edge of the flange 1A when held by the retaining plates 3, 3. It has a full length.

4は基部がフランジ1Aが各枠辺の中央部に固
着されたU字形部材で、この部材4は、床からこ
の部材4の中へ通した管材Cを固定するためのも
のである。
Reference numeral 4 denotes a U-shaped member having a base flange 1A fixed to the center of each frame side, and this member 4 is for fixing a pipe C passed from the floor into this member 4.

上記実施例の補強具本体1は柱主枠Aの上端部
に嵌合し、そのフランジ1Aを柱型枠Aの端縁に
当接する。該本体1の4隅の保持板2,2間に嵌
合させて立設した鉄筋ガイドプレート2の中央部
に形成された凹部2Aには柱主筋Bを嵌合させ
る。U字形部材4には床に立てた管材Cを通して
固定し、柱型枠Aが傾かないようにする。このよ
うにした後、柱型枠Aの上部よりコンクリートを
打ち込む。その量は補強具本体1の下縁5までと
する。打ち込まれたコンクリートの重圧より柱型
枠Aは外方に広がろうとするが、通常使用するセ
パレータ、フオームタイ等の緊結具により抑止さ
れ、柱型枠Aの上端の内方への湾曲は、補強具本
体1によつて抑止される。そして柱主筋Bのコン
クリートによる移動も鉄筋ガイドプレート2によ
り抑止される。
The reinforcing device main body 1 of the above embodiment fits into the upper end portion of the column main frame A, and its flange 1A abuts against the edge of the column form A. A column main reinforcement B is fitted into a recess 2A formed in the center of a reinforcing bar guide plate 2 which is fitted and erected between holding plates 2, 2 at four corners of the main body 1. A pipe material C placed on the floor is passed through the U-shaped member 4 and fixed to prevent the column formwork A from tilting. After doing this, concrete is poured from the top of the column formwork A. The amount should be up to the lower edge 5 of the reinforcing device main body 1. Column form A tends to expand outward due to the heavy pressure of poured concrete, but this is restrained by normally used fastening devices such as separators and form ties, and the inward bending of the upper end of column form A is prevented by reinforcement. It is restrained by the tool body 1. The movement of the column main reinforcement B due to the concrete is also inhibited by the reinforcement guide plate 2.

尚、図示の実施例では、鉄筋ガイドプレートを
補強具本体の4隅に配設したが、2個以上であれ
ばよい。
In the illustrated embodiment, reinforcing bar guide plates are provided at the four corners of the reinforcing tool body, but two or more reinforcing bar guide plates may be provided.

(発明の効果) 本発明によれば、柱型枠が補強され、その精度
を十分に確保できると共に鉄筋を柱型枠に対して
所定の位置に保持することができ、その構成も簡
単である等の効果がある。
(Effects of the Invention) According to the present invention, the column formwork is reinforced, its accuracy can be sufficiently ensured, and the reinforcing bars can be held in a predetermined position with respect to the column formwork, and its configuration is simple. There are other effects.

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

第1図は本考案の1実施例の要部の平面図、第
2図はその側面図、第3図はその他の要部の斜視
図である。 1……柱型枠補強具本体、2……鉄筋ガイドプ
レート、3……保持板、4……U字形部材、5…
…下縁。
FIG. 1 is a plan view of the main parts of an embodiment of the present invention, FIG. 2 is a side view thereof, and FIG. 3 is a perspective view of other main parts. DESCRIPTION OF SYMBOLS 1... Column form reinforcement body, 2... Rebar guide plate, 3... Holding plate, 4... U-shaped member, 5...
...lower edge.

Claims (1)

【特許請求の範囲】[Claims] 1 柱型枠の端部に係合される枠状の柱型枠補強
具本体と略中央部に鉄筋係合用凹部を形成した鉄
筋ガイドプレートとから成り、該柱型枠補強具本
体の少なくとも2個所の隅部に、前記鉄筋ガイド
プレートを隣接する2個の枠辺に跨つた状態で保
持する保持部を設けたことを特徴とする鉄筋ガイ
ドを兼ねた柱型枠補強具。
1 Consists of a frame-shaped column form reinforcement body that is engaged with the end of the column form and a reinforcing bar guide plate having a rebar engagement recess formed approximately in the center, and at least two of the column form reinforcement body A column form reinforcing tool that also serves as a reinforcing bar guide, characterized in that a holding part is provided at each corner of the corner to hold the reinforcing bar guide plate in a state where it straddles two adjacent frame sides.
JP12350985A 1985-06-08 1985-06-08 Pillar mold frame reinforcing jig also used as reinforcementbar guide Granted JPS61282552A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12350985A JPS61282552A (en) 1985-06-08 1985-06-08 Pillar mold frame reinforcing jig also used as reinforcementbar guide

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12350985A JPS61282552A (en) 1985-06-08 1985-06-08 Pillar mold frame reinforcing jig also used as reinforcementbar guide

Publications (2)

Publication Number Publication Date
JPS61282552A JPS61282552A (en) 1986-12-12
JPH0357262B2 true JPH0357262B2 (en) 1991-08-30

Family

ID=14862371

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12350985A Granted JPS61282552A (en) 1985-06-08 1985-06-08 Pillar mold frame reinforcing jig also used as reinforcementbar guide

Country Status (1)

Country Link
JP (1) JPS61282552A (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5236434Y2 (en) * 1974-04-24 1977-08-19

Also Published As

Publication number Publication date
JPS61282552A (en) 1986-12-12

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