JPH0117324B2 - - Google Patents

Info

Publication number
JPH0117324B2
JPH0117324B2 JP57151332A JP15133282A JPH0117324B2 JP H0117324 B2 JPH0117324 B2 JP H0117324B2 JP 57151332 A JP57151332 A JP 57151332A JP 15133282 A JP15133282 A JP 15133282A JP H0117324 B2 JPH0117324 B2 JP H0117324B2
Authority
JP
Japan
Prior art keywords
box
auxiliary rod
wall
crank
shaped auxiliary
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
JP57151332A
Other languages
Japanese (ja)
Other versions
JPS5941108A (en
Inventor
Shohachi Shimizu
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.)
Mirai Industry Co Ltd
Original Assignee
Mirai Industry 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 Mirai Industry Co Ltd filed Critical Mirai Industry Co Ltd
Priority to JP57151332A priority Critical patent/JPS5941108A/en
Publication of JPS5941108A publication Critical patent/JPS5941108A/en
Publication of JPH0117324B2 publication Critical patent/JPH0117324B2/ja
Granted legal-status Critical Current

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Landscapes

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

Description

【発明の詳細な説明】 本発明者は近時、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の外壁に補助棒を取付
け、この補助棒を、コンクリート壁の支骨である
鉄筋に連結する方法を開発した。この方法によれ
ば、金属電線管は勿論のこと、例えば撓み易い合
成樹脂製の可撓電線管をボツクスに接続している
場合であつても、可撓電線管の可撓性に影響を受
けることなくボツクスをコンクリート仮枠に取付
け得る。
[Detailed Description of the Invention] The present inventor has recently developed a method for attaching an auxiliary rod to the outer wall of a box such as an outlet box or a switch box, and connecting this auxiliary rod to a reinforcing bar that is the supporting frame of a concrete wall. did. According to this method, not only metal conduits but also flexible conduits made of synthetic resin that are easily bent, for example, are not affected by the flexibility of the flexible conduits. The box can be attached to the concrete temporary frame without any trouble.

かかる開発の一環として本発明はなされたもの
であり、方法に係る本発明の目的はボツクスをコ
ンクリート仮枠に取付けるに際して、ボツクスの
深さ、コンクリート壁の厚みの変動その他の条件
に左右されずクランク状の補助棒を回動してコン
クリートの厚み方向におけるボツクス取付位置を
調整することにある。
The present invention was made as part of such development, and the purpose of the present invention is to provide a method for installing a box onto a temporary concrete frame without being affected by the depth of the box, variations in the thickness of the concrete wall, or other conditions. The purpose of this method is to adjust the box mounting position in the thickness direction of the concrete by rotating an auxiliary rod shaped like this.

方法に係る本発明の特徴は、ボツクスをコンク
リート仮枠に取付けるに際して、クランク状の補
助棒をボツクス側壁から突出する様にボツクス外
壁に回動固定自在に設け、クランク状の補助棒を
所定角度回動固定して位置決めを行なつた状態で
鉄筋に架設して成るものである。
A feature of the present invention relating to the method is that when a box is attached to a temporary concrete frame, a crank-shaped auxiliary rod is rotatably fixed to the outer wall of the box so as to protrude from the side wall of the box, and the crank-shaped auxiliary rod is rotated at a predetermined angle. It is constructed by installing it on reinforcing bars in a state where it is movably fixed and positioned.

換言すれば方法に係る本発明の特徴は、クラン
ク状の補助棒を回動固定して位置決めを行なうこ
とによつて、コンクリート壁厚方向におけるボツ
クスの取付位置を調整することにある。
In other words, the feature of the present invention relating to the method is that the mounting position of the box in the concrete wall thickness direction is adjusted by rotating and fixing a crank-shaped auxiliary rod for positioning.

特許請求の範囲第2項に記載した発明は、方法
に係る発明の実施に使用することを目的とするも
のである。
The invention described in claim 2 is intended for use in carrying out inventions related to methods.

まず説明の便宜上本発明の実施に使用する装置
について説明し、次に方法に係る本発明について
説明する。1はボツクス架設具であり、ボツクス
7と別体をなし、ボツクス7を鉄筋10に架設す
る際に使用するものであり、螺孔2を有すると共
に補助棒3を有している。挿通孔2は図面に示す
実施例の場合には貫通状態とされている。尚図面
に示す例の場合第1図に示す様に螺孔2の上下に
それぞれ大幅の溝5と小幅の溝6、及び小孔8が
形成されている。補助棒3はクランク状をなして
おり、特に、第1図に示す例の場合には中央部と
両端部とが所定長lずれるクランク状をなしてい
る。補助棒3は図面に示す例の場合ボツクス架設
具1とは別体をなしているが、一体であつても良
い。第2図において12は突張棒であり、これは
ボツクス7をコンクリート仮枠に密接させるため
のおねじ部13を有すると共に、折り溝14を有
している。
First, for convenience of explanation, an apparatus used to carry out the present invention will be described, and then a method of the present invention will be described. Reference numeral 1 denotes a box installation tool, which is separate from the box 7 and is used when installing the box 7 on the reinforcing bars 10, and has a screw hole 2 and an auxiliary rod 3. In the case of the embodiment shown in the drawings, the insertion hole 2 is in a penetrating state. In the case of the example shown in the drawings, a wide groove 5, a narrow groove 6, and a small hole 8 are formed above and below the screw hole 2, respectively, as shown in FIG. The auxiliary rod 3 has a crank shape, and in particular, in the case of the example shown in FIG. 1, the center portion and both ends are deviated by a predetermined length l. Although the auxiliary rod 3 is separate from the box installation tool 1 in the example shown in the drawings, it may be an integral part. In FIG. 2, reference numeral 12 denotes a tension rod, which has a male threaded portion 13 for bringing the box 7 into close contact with the temporary concrete frame, and also has a fold groove 14.

以上で装置の説明を終えて方法に係る本発明に
ついて説明する。まずクランク状の補助棒3を例
えば二本ボツクス7の側壁から突出する様にボツ
クス7の外壁に設ける。図面に示す例の場合には
第1図及び第2図に示す様に、ボツクス架設具1
の溝6に補助棒3の中央部を嵌め込んだ状態で、
ボツクス7の外壁を通して螺子9を小孔8に螺入
させ、これによつて補助棒3をボツクス7の外壁
に設ける。
After completing the description of the apparatus, the present invention relating to the method will be described. First, two crank-shaped auxiliary rods 3, for example, are provided on the outer wall of the box 7 so as to protrude from the side wall of the box 7. In the case of the example shown in the drawings, as shown in FIGS. 1 and 2, the box installation tool 1 is
With the center part of the auxiliary rod 3 fitted into the groove 6,
A screw 9 is inserted into the small hole 8 through the outer wall of the box 7, thereby providing the auxiliary rod 3 on the outer wall of the box 7.

その後第3図及び第4図に示す様にクランク状
の補助棒3を回動し所定角度で位置決めを行なつ
た状態で、当該補助棒3を鉄筋10に架設する。
架設は、図面に示した例の場合にはクランク状の
補助棒3の両端部を鉄筋10に針金等で結束して
行なう。
Thereafter, as shown in FIGS. 3 and 4, the crank-shaped auxiliary rod 3 is rotated and positioned at a predetermined angle, and the auxiliary rod 3 is installed on the reinforcing bar 10.
In the case of the example shown in the drawings, the construction is carried out by binding both ends of the crank-shaped auxiliary rod 3 to the reinforcing bars 10 with wire or the like.

尚本例の場合補助棒3を鉄筋10に架設した後
に、一方のコンクリート仮枠15に平行に他方の
コンクリート仮枠16を立設固定する構成として
いる。
In this example, after the auxiliary rods 3 are installed on the reinforcing bars 10, the other temporary concrete frame 16 is erected and fixed parallel to one temporary concrete frame 15.

尚補助棒3を鉄筋10に架設する際には、第4
図に示すごとく予め突張棒12のおねじ部13を
ボツクス架設具1の螺孔2へ螺挿しておくことが
望ましい。この様におねじ部13を螺孔2へ螺挿
しておけば、突張棒12の作用によつてボツクス
7の開口面をコンクリート仮枠16に確実に密接
させることができる。また第7図に示す様にスタ
ツドボルト17をコンクリート仮枠16外からボ
ツクス架設具1に向けて通し、スタツドボルト1
7のおねじ部18をボツクス架設具1の螺孔2に
螺挿することによつて、ボツクス7開口面をコン
クリート仮枠16に密接させる構造としても良
い。
When installing the auxiliary bar 3 on the reinforcing bar 10, the fourth
As shown in the figure, it is desirable to screw the male threaded portion 13 of the tension rod 12 into the screw hole 2 of the box installation tool 1 in advance. By screwing the threaded portion 13 into the screw hole 2 in this manner, the opening surface of the box 7 can be reliably brought into close contact with the temporary concrete frame 16 by the action of the tension rod 12. In addition, as shown in FIG.
A structure may also be adopted in which the opening surface of the box 7 is brought into close contact with the temporary concrete frame 16 by screwing the male threaded portion 18 of the box 7 into the screw hole 2 of the box installation tool 1.

尚20は電線を挿通する電線管であり、合成樹
脂製の可撓管の他に金属製の電線管を含み、可撓
管、不撓管を問わない。ここで、可撓管の場合に
は自身で直立しないためボツクスが不安定になる
が、補助棒を介してボツクスを架設する本発明は
ボツクスを安定してコンクリート仮枠に取付け得
る。
Reference numeral 20 denotes a conduit through which the electric wire is inserted, and includes a conduit made of metal as well as a flexible conduit made of synthetic resin, and it does not matter whether it is a flexible tube or a non-flexible tube. Here, in the case of a flexible tube, the box becomes unstable because it does not stand upright by itself, but the present invention, which erects the box via auxiliary rods, allows the box to be stably attached to the temporary concrete frame.

ところでボツクス7には浅型・深型とがあり、
これの深さ寸法H(第4図参照)は例えば44mm、
54mm等と定められており、又、ボツクス7の開口
側にボツクスカバーを取付けることもあり、又コ
ンクリート壁厚も120mm、150mm等と定められてい
る。従つてボツクス7の深さ寸法Hの変動やボツ
クスカバーの有無、コンクリート壁厚の変動に対
応するべく、ボツクス7の位置決めを行なう必要
がある。この点本発明によればクランク状の補助
棒3を回動して所定角度に位置決めを行なうこと
としているから、かかる変動を確実に吸収するこ
とができる。即ち補助棒3の傾斜角α(第4図参
照)を0〜180度の間に適宜設定すれば、コンク
リート壁の厚み方向におけるボツクス7の取付位
置を調整することができ、上記変動を確実に吸収
することができる。
By the way, BOX 7 has shallow type and deep type.
The depth dimension H (see Figure 4) of this is, for example, 44 mm.
In addition, a box cover may be installed on the opening side of box 7, and the concrete wall thickness is also specified as 120 mm, 150 mm, etc. Therefore, it is necessary to position the box 7 to accommodate variations in the depth dimension H of the box 7, the presence or absence of a box cover, and variations in the thickness of the concrete wall. In this regard, according to the present invention, since the crank-shaped auxiliary rod 3 is rotated to perform positioning at a predetermined angle, such fluctuations can be reliably absorbed. That is, by appropriately setting the inclination angle α (see Fig. 4) of the auxiliary rod 3 between 0 and 180 degrees, the mounting position of the box 7 in the thickness direction of the concrete wall can be adjusted, and the above fluctuation can be reliably corrected. Can be absorbed.

第5図はボツクスカバー11を使用した場合の
例であり、このボツクスカバー11の厚みtぶん
ボツクス7を後退させる必要がある。従つて第5
図に示す様にクランク状の補助棒3を傾斜角α=
0として位置決めを行ない、以てボツクス7を後
退させている。
FIG. 5 shows an example in which a box cover 11 is used, and it is necessary to move the box 7 back by the thickness t of the box cover 11. Therefore, the fifth
As shown in the figure, the crank-shaped auxiliary rod 3 is tilted at an angle α=
Positioning is performed with the position set to 0, and the box 7 is moved backward.

又第6図に示す様にクランク状の補助棒3全体
を前方へ突出するように傾斜させる構成としても
良い。
Alternatively, as shown in FIG. 6, the entire crank-shaped auxiliary rod 3 may be tilted so as to protrude forward.

以上説明した様に本発明にあつては、ボツクス
をコンクリート仮枠に取付けるに際して、クラン
ク状の補助棒をボツクス側壁から突出する様にボ
ツクス外壁に回動固定自在に設け、クランク状の
補助棒3を回動して所定角度で位置決めを行なつ
た状態で鉄筋10に架設することを構成とし、か
かる構成によつてボツクス深さ、コンクリート壁
厚、その他の条件に左右されずボツクス7をコン
クリート壁厚方向に極めて簡便に調整することが
できる。
As explained above, in the present invention, when attaching a box to a temporary concrete frame, a crank-shaped auxiliary rod is rotatably fixed to the outer wall of the box so as to protrude from the side wall of the box, and the crank-shaped auxiliary rod 3 The structure is such that the box 7 is rotated and positioned at a predetermined angle before being installed on the reinforcing bars 10. With this structure, the box 7 can be mounted on the concrete wall regardless of box depth, concrete wall thickness, and other conditions. The thickness can be adjusted very easily in the thickness direction.

第8図及び第9図は本発明に異なる実施例であ
り、この例の場合にはボツクスの上下方向の外壁
に取付具41を介して補助棒を取付けている。第
10図及び第11図は本発明の異なる実施例であ
り、この例の場合にはボツクスの外壁のうち底壁
に切起し片42を形成し、この切起し片42にク
ランク状の補助棒を嵌めた状態で、切起し片42
の開口端をかしめて補助棒を取付けている。尚補
助棒取付位置はこれらに限られず、適宜変更でき
るものである。
FIGS. 8 and 9 show a different embodiment of the present invention, and in this example, an auxiliary rod is attached to the vertical outer wall of the box via a fixture 41. 10 and 11 show different embodiments of the present invention. In this example, a cut-and-raised piece 42 is formed on the bottom wall of the outer wall of the box, and a crank-shaped piece is formed on this cut-and-raised piece 42. With the auxiliary rod fitted, cut and raise the piece 42
The auxiliary rod is attached by caulking the open end of the Note that the auxiliary rod attachment position is not limited to these, and can be changed as appropriate.

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

図面は本発明の代表的な例を示し、第1図はボ
ツクスに補助棒を取付ける前の斜視図、第2図は
補助棒を取付けたボツクスに突張棒を螺入する前
の状態の斜視図、第3図及び第4図は補助棒を所
定角度傾斜させて鉄筋に架設した状態の斜視図及
び側面図であり、第5図及び第6図は異なる使用
形態を示す側面図である。第7図はスタツドボル
トによつてボツクスを密接させている状態の側面
図である。第8図及び第9図は異なる実施例を示
すものであり、第8図は補助棒をボツクスに取付
けた状態の全体の斜視図、第9図は取付具の断面
図である。第10図及び第11図は本発明の異な
る実施例であり、第10図は全体の斜視図、第1
1図は切起し片の断面図である。 図中、1はボツクス架設具、2は螺孔、3は補
助棒、12は突張棒、17はスタツドボルト、1
3,18はおねじ部を示す。
The drawings show typical examples of the present invention; Figure 1 is a perspective view before the auxiliary rod is attached to the box, and Figure 2 is a perspective view before the tension rod is screwed into the box with the auxiliary rod attached. Figures 3 and 4 are a perspective view and a side view of the auxiliary rod installed on a reinforcing bar at a predetermined angle, and Figures 5 and 6 are side views showing different modes of use. FIG. 7 is a side view of the box brought into close contact with the stud bolt. 8 and 9 show different embodiments, FIG. 8 being a perspective view of the entire auxiliary rod attached to the box, and FIG. 9 being a sectional view of the fixture. 10 and 11 show different embodiments of the present invention, FIG. 10 is an overall perspective view, and FIG.
Figure 1 is a sectional view of the cut and raised piece. In the figure, 1 is a box installation tool, 2 is a screw hole, 3 is an auxiliary rod, 12 is a tension rod, 17 is a stud bolt, 1
3 and 18 indicate external threads.

Claims (1)

【特許請求の範囲】 1 コンクリート壁の厚み方向へボツクス取付位
置を調整可能とするボツクス取付方法であつて、
クランク状の補助棒をボツクス側壁から突出する
ようにボツクス外壁に回動固定自在に設け、クラ
ンク状の補助棒を回動して所定角度にて位置決め
を行なつた状態で鉄筋に架設して成ることを特徴
とする、コンクリート仮枠にボツクスを取付ける
方法。 2 ボツクスと別体をなしボツクスを鉄筋に架設
するために当該ボツクス外壁に装着されるもので
あり、ボツクスをコンクリート仮枠に密接させる
ためにおねじ部が螺挿される螺孔と、回動固定自
在なクランク状の補助棒とを備えて成るボツクス
架設具。
[Claims] 1. A box mounting method that allows the box mounting position to be adjusted in the thickness direction of a concrete wall, comprising:
A crank-shaped auxiliary rod is rotatably fixed on the outer wall of the box so as to protrude from the side wall of the box, and the crank-shaped auxiliary rod is rotated and positioned at a predetermined angle, and then installed on the reinforcing bars. A method for attaching boxes to a temporary concrete frame, characterized by: 2 It is separate from the box and is attached to the outer wall of the box in order to erect the box to the reinforcing steel, and has a screw hole into which the male thread is inserted to bring the box into close contact with the temporary concrete frame, and a rotationally fixed part. A box installation tool comprising a freely adjustable crank-shaped auxiliary rod.
JP57151332A 1982-08-31 1982-08-31 Method of mounting box on temporary concrete frame and box mounting implement Granted JPS5941108A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57151332A JPS5941108A (en) 1982-08-31 1982-08-31 Method of mounting box on temporary concrete frame and box mounting implement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57151332A JPS5941108A (en) 1982-08-31 1982-08-31 Method of mounting box on temporary concrete frame and box mounting implement

Publications (2)

Publication Number Publication Date
JPS5941108A JPS5941108A (en) 1984-03-07
JPH0117324B2 true JPH0117324B2 (en) 1989-03-30

Family

ID=15516268

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57151332A Granted JPS5941108A (en) 1982-08-31 1982-08-31 Method of mounting box on temporary concrete frame and box mounting implement

Country Status (1)

Country Link
JP (1) JPS5941108A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0633109Y2 (en) * 1988-04-12 1994-08-31 晃 村松 Box with bracket
JPH0736477U (en) * 1992-10-19 1995-07-04 宣郎 ▲高▼橋 Box for board
JP5832972B2 (en) * 2012-08-23 2015-12-16 未来工業株式会社 Reinforcing member for bracing on lightweight partition wall

Also Published As

Publication number Publication date
JPS5941108A (en) 1984-03-07

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