JPH019223Y2 - - Google Patents

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Publication number
JPH019223Y2
JPH019223Y2 JP12416082U JP12416082U JPH019223Y2 JP H019223 Y2 JPH019223 Y2 JP H019223Y2 JP 12416082 U JP12416082 U JP 12416082U JP 12416082 U JP12416082 U JP 12416082U JP H019223 Y2 JPH019223 Y2 JP H019223Y2
Authority
JP
Japan
Prior art keywords
box
concrete
temporary
tensioner
wall
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
Application number
JP12416082U
Other languages
Japanese (ja)
Other versions
JPS5928225U (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 JP12416082U priority Critical patent/JPS5928225U/en
Publication of JPS5928225U publication Critical patent/JPS5928225U/en
Application granted granted Critical
Publication of JPH019223Y2 publication Critical patent/JPH019223Y2/ja
Granted legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Connection Or Junction Boxes (AREA)

Description

【考案の詳細な説明】 本考案は対向するコンクリート仮枠間に設けら
れる突張具に関するものであり、アウトレツトボ
ツクス等をコンクリート仮枠に密接させるための
ものである。
[Detailed Description of the Invention] The present invention relates to a tensioner installed between opposing concrete temporary frames, and is for bringing an outlet box or the like into close contact with the concrete temporary frames.

建築物のコンクリート壁には電気配線用のアウ
トレツトボツクスやスイツチボツクス等のボツク
スが埋設されているが、このものの埋設はコンク
リート仮枠間にボツクスを取付けた状態で生コン
クリートを打ち込む様にしている。
Boxes such as outlet boxes and switch boxes for electrical wiring are buried in the concrete walls of buildings, but when burying these boxes, ready-mixed concrete is poured with the boxes attached between temporary concrete frames. .

ところでこのとき流動性を有する生コンクリー
トがボツクス内に侵入しない様に、ボツクスをコ
ンクリート仮枠に確実に密接させる必要がある。
そのために従来より第6図に示す様なスペーサの
役割をも果す突張具41を使用することが多い。
このものは薄鋼板を略コの字形状に折曲すること
によつて作製されており、更に第7図,に示
すごとく先端を折曲して座41bを形成し、この
座41bをコンクリート仮枠42に釘43等で固
定すると共に、基部をボツクス44背面に釘45
等で固定し、以てボツクス44表面を、室内側に
ある一方のコンクリート仮枠46に密接させる構
造とされている。然しながらこのものの場合、第
7図,に示す様に脚部41aで上下を覆われ
た×部にコンクリートがほとんど入らず、ここが
空洞となり、その結果打ち放し壁の時雨水がここ
から侵入し、壁にしみこんで壁の室内側に汚ない
しみが発生しひどく見苦しくなる欠点がある。又
従来の突張具41は薄板状をなしているだけに、
コンクリート打設時に第6図に示す矢印A方向か
ら打設圧を受けてこれの脚部41aが実に変形し
易い。この結果ボツクス44が傾いてコンクリー
ト仮枠46とボツクス44との間に隙間が生じ、
この隙間から流動性に富む生コンクリートがボツ
クス44内に侵入する欠点がある。又、従来の突
張具41は第6図に示すごとく座41b形成のた
めに逐一二ケ所も折曲しなければならず、しかも
第7図,に示すごとくコンクリート壁とは材
質が異なる広に面積の座41bが二ケ所もコンク
リート壁の外面に露出する関係上見苦しい。
By the way, at this time, it is necessary to ensure that the box is brought into close contact with the temporary concrete frame so that the fluid ready-mixed concrete does not enter the box.
For this purpose, a tensioner 41, which also serves as a spacer, as shown in FIG. 6, is often used in the past.
This is made by bending a thin steel plate into a substantially U-shape, and as shown in FIG. Fix it to the frame 42 with nails 43, etc., and attach the base to the back of the box 44 with nails 45.
etc., so that the surface of the box 44 is brought into close contact with one of the temporary concrete frames 46 on the indoor side. However, in this case, as shown in Fig. 7, almost no concrete enters the x section covered top and bottom by the legs 41a, creating a cavity, and as a result, when the wall is exposed, rain water enters from here and the wall is damaged. It has the disadvantage that it soaks into the interior and creates dirty stains on the indoor side of the wall, making it extremely unsightly. Furthermore, since the conventional tensioning tool 41 has a thin plate shape,
During concrete pouring, the leg portions 41a are easily deformed by receiving pouring pressure from the direction of arrow A shown in FIG. As a result, the box 44 is tilted and a gap is created between the temporary concrete frame 46 and the box 44.
There is a drawback that fresh concrete with high fluidity enters the box 44 through this gap. Furthermore, as shown in FIG. 6, the conventional tension member 41 has to be bent at two locations each to form the seat 41b, and as shown in FIG. It is unsightly because two of the seats 41b are exposed on the outer surface of the concrete wall.

本考案はかかる事情に鑑みなされたものであ
り、その目的は従来の突張具41の欠点を改良し
生コンクリート打込みの際のコンクリート壁の空
洞化・しみ発生を確実に防止し、座の露出も極力
少なくし得る突張具を提供するにある。更にその
目的は折り溝を折ることにより長さ調整可能でコ
ンクリート壁の厚みの相違に簡単に対応し得る突
張具を提供しうるにある。
The present invention was devised in view of the above circumstances, and its purpose is to improve the shortcomings of the conventional tensioning device 41, to reliably prevent the formation of cavities and stains in the concrete wall during pouring of fresh concrete, and to prevent the seat from being exposed. It is an object of the present invention to provide a tensioning tool that can reduce the amount of stress as much as possible. A further object of the invention is to provide a tensioner whose length can be adjusted by folding the creases and which can easily accommodate differences in the thickness of concrete walls.

本考案の対象は、対向するコンクリート仮枠間
において、ボツクスの表面を一方のコンクリート
仮枠に密接させるために、ボツクス背面と他方の
コンクリート仮枠との間に介在せられる突張具で
ある。
The object of the present invention is a tensioning device that is interposed between the back surface of a box and the other temporary concrete frame in order to bring the surface of the box into close contact with one of the concrete temporary frames that are opposed to each other.

第1図において、本考案に係る突張具1は全体
として棒状をなしており、その周壁には折り溝2
を有している。折り溝2はここを折ることによつ
て全体の長さを調整し、コンクリート壁厚の相違
に対応するものである。折り溝2は第1図に示す
実施例の様に所定の間隔を在して複数個形成する
ことが望ましい。
In FIG. 1, the tensioning tool 1 according to the present invention has a rod shape as a whole, and the peripheral wall thereof has fold grooves 2.
have. By folding the grooves 2, the overall length can be adjusted to accommodate differences in concrete wall thickness. It is desirable to form a plurality of fold grooves 2 at predetermined intervals as in the embodiment shown in FIG.

尚、室壁、床壁などのコンクリート壁の厚み
は、一般に120mm、150mm等と施行されており、
又、アウトレツトボツクスやスイツチボツクス等
のボツクス44の厚み(第5図における寸法T)
も一般に規格で数種定められている。故にコンク
リート壁の厚み、ボツクス44の厚みに対応する
ように、それぞれの折り溝2の間隔寸法を予め設
定しておくことが望ましい。折り溝2は第1図に
示す例のように突張具1の全周に連続するように
環状に形成することが望ましい。環状に形成して
おけば第2図に示す様にペンチ3等で極く簡単に
折り溝2を介して突張具1を折つて長さ調整する
ことができる。尚突張具1は樹脂例えばABS樹
脂で丸棒状に作製することが望ましい。4は突張
具1の一端1bに設けられたおねじ部であり、こ
のおねじ部4を介して突張具1をボツクス44背
面側に取付けるものである。ここでおねじ部4は
多数ねじ山及びねじ谷を備えているから、それだ
け突張具1をボツクス44背面側に確実に取付け
得る。しかもねじ込むだけの簡単な操作で突張棒
1をボツクス44に取付け得る。尚おねじ部4を
介して突張具1をボツクス44に取付けるにあた
つては、ボツクス44の背面壁に直にめねじ部を
形成し、このめねじ部とおねじ部4とを螺合させ
る構成としても良いし、或いは、第3図に示す様
なボツクス44と別体をなす取付具5を設け、こ
の取付具5に形成しためねじ部6に突張具1のお
ねじ部4を螺合させる構成としても良い。別体の
取付具5を使用した場合にはボツクス44自体に
は特段の改良を施す必要がない。尚第1図に示す
例の突張具1の場合には、つば部7が設けられて
おり、このつば部7によつておねじ部4の螺入止
めを行なうものである。
The thickness of concrete walls such as room walls and floor walls is generally 120mm, 150mm, etc.
Also, the thickness of the box 44 such as an outlet box or a switch box (dimension T in Fig. 5)
Generally, several types are defined in the standards. Therefore, it is desirable to set the distance between the respective fold grooves 2 in advance so as to correspond to the thickness of the concrete wall and the thickness of the box 44. It is desirable that the folding groove 2 be formed in an annular shape so as to be continuous around the entire circumference of the tensioning tool 1, as in the example shown in FIG. If it is formed into an annular shape, the length can be adjusted by folding the tensioner 1 through the folding groove 2 very easily using pliers 3 or the like, as shown in FIG. It is preferable that the tensioning tool 1 be made of resin such as ABS resin in the shape of a round bar. Reference numeral 4 denotes a male threaded portion provided at one end 1b of the tensioner 1, through which the tensioner 1 is attached to the back side of the box 44. Here, since the male threaded portion 4 has multiple threads and thread valleys, the tensioner 1 can be attached to the back side of the box 44 more reliably. Furthermore, the tension rod 1 can be attached to the box 44 with a simple operation of screwing it in. In addition, when attaching the tensioner 1 to the box 44 via the male threaded portion 4, a female threaded portion is formed directly on the back wall of the box 44, and this female threaded portion and the male threaded portion 4 are screwed together. Alternatively, a fitting 5 which is separate from the box 44 as shown in FIG. It is also possible to have a configuration in which the two are screwed together. When a separate fixture 5 is used, there is no need to make any particular improvements to the box 44 itself. In the case of the tensioning tool 1 shown in FIG. 1, a flange portion 7 is provided, and the male thread portion 4 is screwed into the flange portion 7 by means of this flange portion 7.

次に本考案に係る突張具の代表的な使用方法に
ついて説明する。まず第3図に示す様に取付具5
にクランク状の補助棒9を例えば二本嵌め込んだ
状態で、合成樹脂製の可橈電線管13を接続する
ボツクス44の背面壁に取付具5を螺子等で装着
する。更に取付具5のめねじ部6に突張具1のお
ねじ部4を螺合させ、これによりボツクス44背
面壁に突張具1を突出状態に取付ける。この様な
状態で第5図及び第4図に示す様に他のコンクリ
ート仮枠12に並べて建てられている鉄筋10
(コンクリート壁の支骨)に補助棒9の両端を針
金等で結束し、以てボツクス44を鉄筋10に取
付ける。次に一方のコンクリート仮枠11を適宜
の位置に建てて固定する。すると、第5図から明
らかな様に突張具1はボツクス44の背面壁と他
方のコンクリート仮枠12との間で、所謂突つ張
り棒の作用を果たし、この結果突張具1はボツク
ス44を一方のコンクリート仮枠11に確実に密
接し得る。尚電線管は可橈電線管13に限らず金
属製電線管でもよい。
Next, a typical method of using the tensioner according to the present invention will be explained. First, as shown in Figure 3,
With, for example, two crank-shaped auxiliary rods 9 fitted into the box, the fixture 5 is attached with screws or the like to the back wall of the box 44 to which the flexible electric conduit 13 made of synthetic resin is connected. Furthermore, the male threaded part 4 of the tensioner 1 is screwed into the female threaded part 6 of the fixture 5, thereby attaching the tensioner 1 to the rear wall of the box 44 in a protruding state. In such a state, as shown in FIGS. 5 and 4, the reinforcing bars 10 that have been erected side by side with other temporary concrete frames 12
Bind both ends of the auxiliary rod 9 to the support frame of the concrete wall with wire or the like, and then attach the box 44 to the reinforcing bar 10. Next, one of the temporary concrete frames 11 is erected and fixed at an appropriate position. Then, as is clear from FIG. 5, the tensioning tool 1 acts as a so-called tensioning rod between the back wall of the box 44 and the other temporary concrete frame 12, and as a result, the tensioning tool 1 44 can be reliably brought into close contact with one of the temporary concrete frames 11. The electric conduit is not limited to the flexible electric conduit 13, but may be a metal electric conduit.

第8図は別体の取付具5を使用しない場合の突
張具1の使用方法を示す図である。
FIG. 8 is a diagram showing how to use the tensioner 1 when the separate fixture 5 is not used.

さて以上説明した様に本考案に係る突張具は棒
状をなし、その周壁に長さ調整可能な折り溝を有
し、一端におねじ部を有して成る構成であるか
ら、おねじ部を介して突張具をボツクス背面側に
取付けた状態で一方のコンクリート仮枠を適宜の
位置に立設状態に固定すれば、突張具は突つ張り
棒の作用を果たし、ボツクスを一方のコンクリー
ト仮枠に確実に密接させ得る。また本考案に係る
突張具は棒状をなしているから、コンクリート仮
枠11,12間に生コンクリートを打ち込んでコ
ンクリート壁を構成する際に、第7図,に示
す薄板状をなす突張具41の場合とは異なり、突
張具1の下にも生コンクリートはよく入り込み、
コンクリート壁の空洞化が生じることを極力防止
することができる。コンクリート打込時の変形
も、薄板状である突張具41と異なり、確実に防
止することができる。同様にコンクリート壁にし
みが生じることも極力防止することができる。
又、折り溝2を折るだけで長さ調整できるから作
業性もよく便利である。又、広い面積の座41b
が二ケ所生じざるを得ずこれがコンクリート壁の
外面にそのまま現われて見苦しかつた第7図に
示す従来とは異なり、コンクリート仮枠12に接
するのは、第8図のごとく突張具1の端1ケ所と
なるから、それだけ従来のコンクリート壁に比し
て見栄えが良い。
Now, as explained above, the tensioning device according to the present invention has a rod shape, has a groove on its peripheral wall whose length can be adjusted, and has a threaded portion at one end. If one of the concrete temporary frames is fixed in an upright position at an appropriate position with the tensioning device attached to the back side of the box through the It can be reliably brought into close contact with the temporary concrete frame. Furthermore, since the tensioning tool according to the present invention is rod-shaped, when constructing a concrete wall by pouring fresh concrete between the temporary concrete frames 11 and 12, the tensioning tool in the form of a thin plate as shown in FIG. Unlike the case of No. 41, the ready-mixed concrete often penetrates under the tensioner 1.
It is possible to prevent the concrete wall from becoming hollow as much as possible. Deformation during concrete pouring can also be reliably prevented, unlike the tensioning tool 41 which is in the form of a thin plate. Similarly, stains on concrete walls can be prevented as much as possible.
In addition, the length can be adjusted simply by folding the folding groove 2, making it easy to work and convenient. Also, the seat 41b has a large area.
Unlike the conventional method shown in FIG. 7, which had to occur in two places and was unsightly as it appeared on the outer surface of the concrete wall, the part that comes into contact with the temporary concrete frame 12 is the end of the tensioner 1 as shown in FIG. 8. Since there is only one wall, it looks better than traditional concrete walls.

尚突張具1を、コンクリート壁と同色に着色し
た合成樹脂で作製しておけば一層見栄えがよく、
又合成樹脂製とすれば雨水に触れてもさびが発生
せず、汚損を防止できる。
If the tensioner 1 is made of synthetic resin colored in the same color as the concrete wall, it will look even better.
Also, if it is made of synthetic resin, it will not rust even if it comes into contact with rainwater, and it can prevent staining.

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

第1図は突張具全体の斜視図、第2図は突張具
の折り溝を折つて切断する状態の斜視図、第3図
は補助棒を備えたボツクスに突張具を取付ける前
の状態の斜視図、第4図は補助棒を介して鉄筋に
ボツクスを取付けた状態の斜視図、第5図は突張
具の使用状態を説明するための側面図、第6図は
従来の突張具の斜視図、第7図,は従来の突
張具の使用状態を説明するための側面図、第8図
は本考案の突張具の使用状態を説明するための側
面図である。
Fig. 1 is a perspective view of the entire tensioning tool, Fig. 2 is a perspective view of the tensioning tool in a state where the crease groove is broken and cut, and Fig. 3 is a perspective view of the tensioning tool before it is attached to a box equipped with an auxiliary rod. Fig. 4 is a perspective view of the box attached to the reinforcing bar via the auxiliary rod, Fig. 5 is a side view for explaining the state in which the tensioner is used, and Fig. 6 is the conventional tensioner. FIG. 7 is a perspective view of the tensioning tool, and FIG. 8 is a side view for explaining the usage state of the conventional tensioning tool, and FIG. 8 is a side view for explaining the usage state of the tensioning tool of the present invention.

Claims (1)

【実用新案登録請求の範囲】 (1) 対向するコンクリート仮枠間に設けられるボ
ツクスを一方のコンクリート仮枠に密接させる
ために、ボツクス背面と他方のコンクリート仮
枠との間に介在せられる突張具であつて、棒状
をなし、その周壁に、折つて切断することによ
り長さ調整可能な折り溝を有し、一端に、ボツ
クス背面側に取付けられるおねじ部を有して成
る、ボツクスとコンクリート仮枠との間に介在
される突張具。 (2) おねじ部が、螺入止め用のつば部を有するお
ねじ部であることを特徴とする実用新案登録請
求の範囲第1項に記載した突張具。
[Scope of Claim for Utility Model Registration] (1) A bulge interposed between the back of the box and the other temporary concrete frame in order to bring the box provided between opposing temporary concrete frames into close contact with one temporary concrete frame. A box, which is rod-shaped, has a groove on its peripheral wall that can be adjusted in length by folding and cutting, and has a male threaded part attached to the back side of the box at one end. A tensioner interposed between the concrete temporary frame. (2) The tensioning device as set forth in claim 1 of the utility model registration claim, wherein the male threaded portion is a male threaded portion having a flange portion for screwing.
JP12416082U 1982-08-17 1982-08-17 Tension tool interposed between the box and concrete temporary frame Granted JPS5928225U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12416082U JPS5928225U (en) 1982-08-17 1982-08-17 Tension tool interposed between the box and concrete temporary frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12416082U JPS5928225U (en) 1982-08-17 1982-08-17 Tension tool interposed between the box and concrete temporary frame

Publications (2)

Publication Number Publication Date
JPS5928225U JPS5928225U (en) 1984-02-22
JPH019223Y2 true JPH019223Y2 (en) 1989-03-14

Family

ID=30283142

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12416082U Granted JPS5928225U (en) 1982-08-17 1982-08-17 Tension tool interposed between the box and concrete temporary frame

Country Status (1)

Country Link
JP (1) JPS5928225U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0547960Y2 (en) * 1985-04-17 1993-12-17
JPS6278358A (en) * 1985-09-28 1987-04-10 北海道農材工業株式会社 Construction of concrete structure with ventilator

Also Published As

Publication number Publication date
JPS5928225U (en) 1984-02-22

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