JP2583651Y2 - Fixture for axial reinforcement - Google Patents

Fixture for axial reinforcement

Info

Publication number
JP2583651Y2
JP2583651Y2 JP523493U JP523493U JP2583651Y2 JP 2583651 Y2 JP2583651 Y2 JP 2583651Y2 JP 523493 U JP523493 U JP 523493U JP 523493 U JP523493 U JP 523493U JP 2583651 Y2 JP2583651 Y2 JP 2583651Y2
Authority
JP
Japan
Prior art keywords
axial
jig
reinforcement
rope
present
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
JP523493U
Other languages
Japanese (ja)
Other versions
JPH0663709U (en
Inventor
一正 奥村
暉 秋山
宗 齊藤
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP523493U priority Critical patent/JP2583651Y2/en
Publication of JPH0663709U publication Critical patent/JPH0663709U/en
Application granted granted Critical
Publication of JP2583651Y2 publication Critical patent/JP2583651Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は通電硬化性ロープを配筋
する際に軸方向補強筋の端部を固定するために使用する
治具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a jig used for fixing an end of an axial reinforcing bar when arranging an electrically-curable rope.

【0002】[0002]

【従来の技術】最近コンクリートの補強筋として炭素繊
維束に熱硬化性樹脂を含浸させた通電硬化性ロープが使
用され始めている。この通電硬化性ロープは曲げ加工が
容易なので屈曲した補強筋としての利用が増大するもの
と考えられる。
2. Description of the Related Art Recently, a curable rope obtained by impregnating a carbon fiber bundle with a thermosetting resin has begun to be used as reinforcement for concrete. It is considered that the current-curing rope can be easily bent, and thus its use as a bent reinforcing bar increases.

【0003】この通電硬化性ロープの配筋については、
ただロープを既配筋の鉄筋に巻くというだけで、その際
に使用する治具などについては未だ何ら開発されていな
いのが現状である。
[0003] Regarding the reinforcement of this electrically-curable rope,
At present, the rope is simply wound around the existing reinforcing bars, and no jigs or the like have been developed yet.

【0004】[0004]

【考案が解決しようとする課題】通電硬化性ロープを軸
方向補強筋に巻いて配筋する際には、軸方向補強筋の支
持されていない端部は通電硬化性ロープにかかる張力に
より曲げられて中心方向に寄り集まろうとする。これを
放置しておくと軸方向補強筋および通電硬化性ロープは
所定の位置に配筋されないこととなる。本考案は、かか
る事態を防止するための治具である。
When an electrically-curable rope is wound around an axial reinforcing bar and arranged, the unsupported end of the axial-reinforcing bar is bent by the tension applied to the electrically-curable rope. Try to get closer to the center. If left unchecked, the axial reinforcement and the electrically-curable rope will not be arranged at predetermined positions. The present invention is a jig for preventing such a situation.

【0005】[0005]

【課題を解決するための手段】本考案は、軸方向補強筋
より大きい内径を有する複数個の短管を、管の方向が相
互に平行であり、各短管がすべて段違いとなるように剛
直に連結されている軸方向補強筋用固定治具である。
SUMMARY OF THE INVENTION According to the present invention, a plurality of short tubes having an inner diameter larger than the axial reinforcement are rigidly connected so that the directions of the tubes are parallel to each other and all the short tubes are stepped. A fixing jig for an axial reinforcing bar connected to the fixing member.

【0006】[0006]

【実施例】以下、図面を参照して、本考案を具体的に説
明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be specifically described below with reference to the drawings.

【0007】図1は本考案の治具を示し、(a)は立面
図、(b)は平面図である。内径が軸方向補強筋の径よ
り若干大きい短管が用意される。4個の短管1A,1
B,1C,1Dは相互に平行であり、隣同志棒状体ある
いは板状体2で剛直に連結されている。そして、短管の
位置は1Aが最も低く1B,1Cの順で高くなり、1D
が最も高くなっている。本考案治具は、かかる構造とな
っているので、1Aを先ず補強筋4Aに装着し、次いで
1Bを補強筋4Bに、その次ぎに1Cを補強筋4Cにと
いう具合に4個の短管を順次にそれぞれの補強筋に装着
することができる。従って、4個の短管が同じ高さに位
置し、4個の短管を4本の補強筋に一度に装着する場合
に比べて装着が容易である。図1には短管が4個で平面
が正方形の治具を例示したが、短管の個数、配置形状は
軸方向補強筋の数、配置形状にしたがって変えられる。
FIG. 1 shows the jig of the present invention, wherein (a) is an elevation view and (b) is a plan view. A short pipe having an inner diameter slightly larger than the diameter of the axial reinforcement is prepared. 4 short tubes 1A, 1
B, 1C and 1D are parallel to each other, and are rigidly connected to each other by a rod-like body or a plate-like body 2 adjacent thereto. Then, the position of the short pipe is lowest in 1A and higher in the order of 1B and 1C,
Is the highest. Since the jig of the present invention has such a structure, 1A is first attached to the reinforcement 4A, then 1B is attached to the reinforcement 4B, and then 1C is attached to the reinforcement 4C. It can be sequentially attached to each reinforcement. Therefore, the four short pipes are located at the same height, and the mounting is easier than the case where the four short pipes are mounted on the four reinforcing bars at one time. FIG. 1 illustrates a jig having four short tubes and a square plane, but the number and arrangement of the short tubes can be changed according to the number and arrangement of the reinforcing bars in the axial direction.

【0008】なお、短管相互の連結は短管が金属の場合
は鋼棒の溶接、螺合などによって行われ、短管が合成樹
脂の場合は螺合や一体成形などで行われる。
[0008] The short pipes are connected to each other by welding or screwing steel rods when the short pipe is made of metal, or by screwing or integral molding when the short pipe is made of synthetic resin.

【0009】図2は本考案の治具を、柱の4本の軸方向
補強筋の未支持端部に装着し、通電硬化性ロープをこの
4本の軸方向補強筋に巻いて配筋した状態を示した斜視
図である。4本の軸方向補強筋4A,4B,4C,4D
の下部は基礎コンクリート5に埋設され固定されている
が上部は未支持である。この4本の軸方向補強筋4A,
4B,4C,4Dに短管1A,1B,1C,1Dを介し
て本考案の治具を装着すると4本の軸方向補強筋4A,
4B,4C,4Dの上部は相互に支持され、通電硬化性
ロープを螺旋状に巻いても中心方向に寄り集まることは
ない。その後、通電硬化性ロープ6を4本の軸方向補強
筋4A,4B,4C,4Dの周りに螺旋状に巻きつけて
配筋する。
FIG. 2 shows the jig of the present invention mounted on the unsupported ends of the four axial reinforcing bars of the column, and the electrically-curable rope is wound around these four axial reinforcing bars and arranged. It is the perspective view which showed the state. Four axial reinforcing bars 4A, 4B, 4C, 4D
Is buried and fixed in the foundation concrete 5, but the upper part is not supported. These four axial reinforcing bars 4A,
When the jig of the present invention is mounted on the short tubes 1A, 1B, 1C, and 1D on the 4B, 4C, and 4D, four axial reinforcing bars 4A,
The upper portions of 4B, 4C, and 4D are supported by each other, and do not gather toward the center even when the electrically-curable rope is spirally wound. Thereafter, the electrically-curable rope 6 is spirally wound around the four axial reinforcing bars 4A, 4B, 4C, 4D and arranged.

【0010】この通電硬化性ロープ6の巻きつけ配筋に
あたっては、ロープ6をそのまま補強筋の周りに巻きつ
けてもよいが、補強筋にロープ案内用の治具(図示せ
ず)を取付けておき、その案内にしたがって巻きつける
のが好ましい。
In the winding arrangement of the electrically-curable rope 6, the rope 6 may be wound around the reinforcing bar as it is, but a jig (not shown) for rope guiding is attached to the reinforcing bar. It is preferable to wind according to the guidance.

【0011】本考案の治具を軸方向補強筋の所定の位置
に装着するには、軸方向補強筋4Aの所定の位置に治具
(図示せず)を取付け、短管1Aの下端をその治具で停
止させる方法や短管にネジ孔3を設けておき、短管を軸
方向補強筋にネジ止めするなどの通常の方法が採られ
る。
In order to mount the jig of the present invention at a predetermined position of the axial reinforcing bar, a jig (not shown) is attached to a predetermined position of the axial reinforcing bar 4A, and the lower end of the short pipe 1A is attached to the jig. A usual method such as a method of stopping with a jig or a method in which a screw hole 3 is provided in a short pipe and a short pipe is screwed to an axial reinforcing bar is adopted.

【0012】図2では本考案の治具を柱の軸方向補強筋
の未支持端部に装着した例について説明したが、梁など
のように軸方向補強筋が横方向の配筋されたものであっ
ても、その未支持端部に同様に装着され、全く同様な効
果を奏する。
FIG. 2 shows an example in which the jig of the present invention is mounted on the unsupported end of the axial reinforcing bar of the column. However, the axial reinforcing bar is laterally arranged like a beam. However, the same effect can be obtained by being similarly attached to the unsupported end.

【0013】[0013]

【考案の効果】本考案の治具を軸方向補強筋に装着する
ことにより、通電硬化性ロープの配筋の際の軸方向補強
筋未支持端部の中心方向への寄り集まりを防止すること
ができ、軸方向補強筋および通電硬化性ロープを設計ど
うり配筋することができる。
[Effects of the Invention] By attaching the jig of the present invention to the axial reinforcing bars, it is possible to prevent the unsupported ends of the axial reinforcing bars from gathering toward the center when arranging the electrically-curable rope. Thus, it is possible to arrange the reinforcement in the axial direction and the electrically-curable rope according to the design.

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

【図1】本考案の治具を示し、(a)、(b)はそれぞ
れ立面図、平面図である。
FIG. 1 shows a jig of the present invention, wherein (a) and (b) are an elevation view and a plan view, respectively.

【図2】本考案の治具を柱の軸方向補強筋に装着し、通
電硬化性ロープを巻きつけた斜視図である。
FIG. 2 is a perspective view in which the jig of the present invention is attached to an axial reinforcing bar of a column, and an electrically-curable rope is wound thereon.

【符号の説明】[Explanation of symbols]

1A、1B、1C、1D・・短管、2・・連結棒、3・
・ネジ孔、4A、4B、4C、4D・・軸方向補強筋、
5・・基礎コンクリート、6・・通電硬化性ロープ。
1A, 1B, 1C, 1D ··· Short tube, 2 ·· Connection rod, 3 ·
・ Screw holes, 4A, 4B, 4C, 4D
5 · · · foundation concrete, 6 · · · electric curable rope.

フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04C 5/07 E04C 5/06 E04C 5/18 E04G 21/12Continued on the front page (58) Fields surveyed (Int.Cl. 6 , DB name) E04C 5/07 E04C 5/06 E04C 5/18 E04G 21/12

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 軸方向補強筋より大きい内径を有する複
数個の短管を、管の方向が相互に平行であり、各短管が
すべて段違いとなるように剛直に連結されている軸方向
補強筋用固定治具
1. An axial reinforcement comprising a plurality of short tubes having an inner diameter larger than the axial reinforcing bars, the directions of the tubes being parallel to each other, and each of the short tubes being rigidly connected so as to be all stepped. Muscle fixing jig
JP523493U 1993-02-18 1993-02-18 Fixture for axial reinforcement Expired - Lifetime JP2583651Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP523493U JP2583651Y2 (en) 1993-02-18 1993-02-18 Fixture for axial reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP523493U JP2583651Y2 (en) 1993-02-18 1993-02-18 Fixture for axial reinforcement

Publications (2)

Publication Number Publication Date
JPH0663709U JPH0663709U (en) 1994-09-09
JP2583651Y2 true JP2583651Y2 (en) 1998-10-27

Family

ID=11605507

Family Applications (1)

Application Number Title Priority Date Filing Date
JP523493U Expired - Lifetime JP2583651Y2 (en) 1993-02-18 1993-02-18 Fixture for axial reinforcement

Country Status (1)

Country Link
JP (1) JP2583651Y2 (en)

Also Published As

Publication number Publication date
JPH0663709U (en) 1994-09-09

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Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19980714