JPH019222Y2 - - Google Patents
Info
- Publication number
- JPH019222Y2 JPH019222Y2 JP16888482U JP16888482U JPH019222Y2 JP H019222 Y2 JPH019222 Y2 JP H019222Y2 JP 16888482 U JP16888482 U JP 16888482U JP 16888482 U JP16888482 U JP 16888482U JP H019222 Y2 JPH019222 Y2 JP H019222Y2
- Authority
- JP
- Japan
- Prior art keywords
- box
- concrete
- screw
- wall
- reinforcing bar
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 22
- 238000009429 electrical wiring Methods 0.000 claims description 8
- 238000010079 rubber tapping Methods 0.000 description 3
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Connection Of Plates (AREA)
- Connection Or Junction Boxes (AREA)
Description
【考案の詳細な説明】
(目的)
本考案はアウトレツトボツクスやスイツチボツ
クス等の電気配線用のボツクスをコンクリート壁
の支骨である鉄筋に簡単且つ確実に取付ける構造
に関する。[Detailed Description of the Invention] (Purpose) The present invention relates to a structure for easily and reliably attaching electrical wiring boxes such as outlet boxes and switch boxes to reinforcing bars that are the supports of concrete walls.
建築物としてのコンクリート壁にはアウトレツ
トボツクスやスイツチボツクス等の電気配線用の
ボツクスを埋設することが多い。この場合には対
向する様に立設させたコンクリート仮枠の空間に
ボツクスを取付け、その状態でコンクリート仮枠
の空間にコンクリートを打ち込むことにしている
のが一般的である。然しながらコンクリートを打
ち込む際の衝撃はかなり大きいものであり、従つ
てせつかくボツクスを空間内に取付けたとして
も、コンクリートを打ち込む際の衝撃によつてボ
ツクスが正規の位置からずれ動いたりする問題が
ある。又、通常の状態ではコンクリート仮枠に密
接しているボツクスの開放端面が前記の衝撃によ
つてコンクリート仮枠から離れ、コンクリート仮
枠とボツクスの開放端面との間の隙間から軟らか
な生コンクリートが流入し、ボツクス内を詰まら
せるといつた問題が往々にして生じる。斯様にコ
ンクリート打設時の衝撃はかなり大きいものであ
る。 Boxes for electrical wiring, such as outlet boxes and switch boxes, are often buried in the concrete walls of buildings. In this case, it is common practice to install boxes in the space of temporary concrete frames that are set up to face each other, and to pour concrete into the space of the temporary concrete frames in this state. However, the impact when pouring concrete is quite large, so even if a box is installed in a space, there is a problem that the box may shift from its normal position due to the impact when pouring concrete. . In addition, the open end surface of the box, which is in close contact with the temporary concrete frame under normal conditions, separates from the temporary concrete frame due to the above-mentioned impact, and soft fresh concrete flows from the gap between the temporary concrete frame and the open end surface of the box. Problems such as flow and clogging of the inside of the box often occur. As such, the impact during concrete pouring is quite large.
上記問題を解消するためには、コンクリート仮
枠の空間にジヤツキを落し込み、このジヤツキの
伸長によつてボツクスをコンクリート仮枠を確実
に密接させ、その状態でコンクリートを打ち込
み、以てボツクスをジヤツキと共に埋設すること
も考えられる。然しこれではジヤツキも埋設して
しまうから経済的に不利である。 In order to solve the above problem, a jack is dropped into the space of the temporary concrete frame, and the extension of the jack ensures that the box is brought into close contact with the temporary concrete frame.Concrete is then poured in this state, and the box is then jacked. It is also possible to bury it together. However, this is economically disadvantageous because the jacks will also be buried.
本考案はこの様な事情によりなされたものであ
り、その目的は、電気配線用のボツクスをコンク
リート壁に埋設するにあたつて、電気配線用のボ
ツクスを確実に支持し、コンクリート打設時にお
いてもボツクスがずれ動くことを確実に防止する
にある。 The present invention was developed under these circumstances, and its purpose is to reliably support the electrical wiring box when it is buried in a concrete wall, and to provide support during concrete pouring. The purpose is to reliably prevent the box from shifting.
(構成)
本考案の特徴は、かかる目的を達成するため
に、電気配線用のボツクスの外面壁に一体に作製
した引掛部をコンクリート壁の支骨である鉄筋に
引掛け、その状態で螺子先端で鉄筋を引掛部内面
に押圧する第一の手段と、ボツクスの背面壁に形
成した螺孔に別体の支持具のおねじを螺挿しボツ
クスを支持するといつた第二の手段を結合した点
にある。(Structure) The feature of the present invention is that, in order to achieve the above object, a hook part made integrally with the outer wall of the electrical wiring box is hooked onto the reinforcing bar that is the supporting frame of the concrete wall, and in that state, the tip of the screw is attached. The point is that the first means of pressing the reinforcing bar against the inner surface of the hook part is combined with the second means of supporting the box by inserting the external thread of a separate support into the screw hole formed in the back wall of the box. It is in.
即ちコンクリート打設時に電気配線用のボツク
スに加わる衝撃はかなり大きいものであるが、本
考案の様に第一の手段と第二の手段とを結合する
ことによつて、ボツクスを確実に支持することが
でき、コンクリート打設時においてもボツクスの
ずれ動きを極力防止することができる。 That is, the impact applied to electrical wiring boxes during concrete pouring is quite large, but by combining the first means and second means as in the present invention, the boxes can be supported reliably. This makes it possible to prevent the box from shifting as much as possible during concrete pouring.
以下本考案の構成について更に説明を加える
と、1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であり、これは例え
ば樹脂によつて一体成形されている。2はボツク
ス1の外面壁にこれと一体に作製された引掛部で
あり、これは第1図に示す様にコンクリート壁の
支骨である鉄筋3に引掛けられるものである。引
掛部2は第1図〜第4図に示す例の場合には、フ
ツク状の突起を所定長離間させ相反する向きにし
てボツクス1の背面壁1aに突設することによつ
て形成されている。引掛部2は第5図及び第6図
に示す例の場合には、リング状の突起をボツクス
1の左右側両壁に所定長離間させて突設すること
によつて構成されている。 To further explain the structure of the present invention, reference numeral 1 denotes a box such as an outlet box or a switch box for electrical wiring, which is integrally molded of, for example, resin. Reference numeral 2 denotes a hook part made integrally with the outer wall of the box 1, and this hook part is hooked onto a reinforcing bar 3, which is a supporting frame of a concrete wall, as shown in FIG. In the case of the examples shown in FIGS. 1 to 4, the hook portion 2 is formed by protruding hook-like protrusions on the back wall 1a of the box 1 with a predetermined distance apart and in opposite directions. There is. In the case of the example shown in FIGS. 5 and 6, the hook portion 2 is constructed by protruding ring-shaped projections from both left and right walls of the box 1 at a predetermined distance.
鉄筋3はコンクリート壁の支骨をなすものであ
り、コンクリート打設前に主として縦方向及び横
方向に配設される。5はボツクス1の背面壁1a
に形成された螺孔である。 The reinforcing bars 3 form the support frame of the concrete wall, and are placed mainly in the vertical and horizontal directions before concrete placement. 5 is the back wall 1a of box 1
It is a screw hole formed in.
7はボツクス1の内方から引掛部2の周縁に止
められる螺子であり、これは通常使用される螺子
の他にビスやタツピングネジ、ボルト等を含む。 Numeral 7 denotes a screw that is fastened to the periphery of the hook part 2 from inside the box 1, and includes screws, tapping screws, bolts, etc. in addition to commonly used screws.
而して引掛部2に鉄筋3を引掛けた状態で、ボ
ツクス1内方から螺子7を通し、この螺子7をね
じ込むことによつて止め、これにより第3図及び
第4図に示す如く螺子先端7aで鉄筋3を引掛部
2内面に向けて押圧し、以て鉄筋3にボツクス1
を取付ける構成としている。本例の場合には引掛
部2間に螺子挿通孔4を有しこれに螺子7を挿通
する構成としているが、これに代えて、螺子7と
してタツピングネジを使用し、このタツピングネ
ジを直接ねじ込む構成としても良い。 With the reinforcing bar 3 hooked to the hook part 2, the screw 7 is passed through from inside the box 1, and the screw 7 is screwed in to stop it. Press the reinforcing bar 3 toward the inner surface of the hook part 2 with the tip 7a, and attach the box 1 to the reinforcing bar 3.
The structure is such that it can be installed. In this example, a screw insertion hole 4 is provided between the hook portions 2, and a screw 7 is inserted into the hole. However, instead of this, a tapping screw is used as the screw 7, and the tapping screw is directly screwed into the hole. Also good.
ところで螺子を回せばこれの螺進退量を連続し
て無段階に調整できるものである。同様に本考案
にあつても引掛部2周縁に止める螺子7によつて
鉄筋3を押圧する構成としていることから、螺子
7を適宜回せば螺子7の螺進退量を連続して無段
階に調整できる。従つて鉄筋3の径に多少の大小
がある場合であつても、螺子7を回せば径の大小
に影響されることなく鉄筋3を螺子先端7aによ
つて確実に押圧でき、鉄筋3の締付けを確実に行
ない得る。 By the way, by turning the screw, the amount of screw advance and retraction can be adjusted continuously and steplessly. Similarly, in the present invention, since the reinforcing bar 3 is pressed by the screw 7 fixed to the periphery of the hook part 2, by turning the screw 7 appropriately, the amount of screw advance and retreat of the screw 7 can be continuously and steplessly adjusted. can. Therefore, even if the diameter of the reinforcing bar 3 is somewhat large or small, by turning the screw 7, the reinforcing bar 3 can be reliably pressed by the screw tip 7a without being affected by the diameter, and the reinforcing bar 3 can be tightened. can be carried out reliably.
以上の様に引掛部2及び螺子7によつてボツク
ス1を鉄筋3に取付けたならば、今度は第1図及
び第2図に示す様に別体の支持具9のおねじ10
を螺孔5に螺挿することによつて、ボツクス1を
支持する。第2図に示す例の支持具9は、ボツク
ス1の背面壁1a側から螺挿されており、一方の
コンクリート仮枠11と他方のコンクリート仮枠
12との間で突つ張り棒の役割を果たし、ボツク
ス1の開放端面1bを他方のコンクリート仮枠1
2に密接させている。尚支持具9は切断すること
によつて長さ調整可能とする折り溝9aを有す
る。 Once the box 1 is attached to the reinforcing bar 3 using the hook 2 and the screw 7 as described above, the external thread 10 of the separate support 9 is attached as shown in FIGS. 1 and 2.
The box 1 is supported by screwing it into the screw hole 5. The support 9 in the example shown in FIG. 2 is screwed into the box 1 from the rear wall 1a side, and serves as a tension rod between the temporary concrete frame 11 on one side and the temporary concrete frame 12 on the other side. Then, the open end surface 1b of the box 1 is attached to the other temporary concrete frame 1.
It is closely related to 2. The support 9 has a fold groove 9a that allows the length to be adjusted by cutting.
螺孔5に別体の支持具を螺挿するにあたつては
次の構成としてもよい。即ち第9図に示す様に一
方のコンクリート仮枠11及び他方のコンクリー
ト仮枠12を並設した後に、一方のコンクリート
仮枠11に形成した透孔11aからスタツトボル
ト等の別体の支持具13を挿通し、この支持具1
3のおねじ14をボツクス1の開放端面1b側か
ら螺孔5に螺挿し、この支持具13のナツト15
を適宜回すことにしてもよい。第9図に示す例の
場合には支持具13のナツト15を回すことによ
つてボツクス1の開放端面1bを一方のコンクリ
ート仮枠11に確実に密接させ得る。 When screwing a separate support into the screw hole 5, the following configuration may be used. That is, as shown in FIG. 9, after one concrete temporary frame 11 and the other concrete temporary frame 12 are installed side by side, a separate support 13 such as a stud bolt is inserted through a through hole 11a formed in one concrete temporary frame 11. Insert this support 1
3 into the screw hole 5 from the open end surface 1b side of the box 1, and then tighten the nut 15 of this support 13.
may be rotated as appropriate. In the case of the example shown in FIG. 9, by turning the nut 15 of the support 13, the open end surface 1b of the box 1 can be reliably brought into close contact with one of the temporary concrete frames 11.
第8図はコンクリート壁の床壁を形成する場合
の代表的な例であり、この例の場合にも引掛部2
及び螺子7によつてボツクス1を鉄筋3に取付け
た後に、別体の支持具9をボツクス1の螺孔5に
螺挿することによつて、ボツクス1を支持してい
る。 Figure 8 shows a typical example of forming a floor wall of a concrete wall.
After the box 1 is attached to the reinforcing bars 3 with screws 7, a separate support 9 is screwed into the screw hole 5 of the box 1 to support the box 1.
(効果)
本考案の特徴は、電気配線用のボツクス1に一
体に作製した引掛部2を、コンクリート壁の支骨
である鉄筋3に嵌め込み、螺子先端7aで鉄筋3
を引掛部2内面に押圧する第一の手段と、ボツク
ス1の背面壁に形成した螺孔5に別体の支持具
9,13を螺挿することによつて、ボツクス1を
支持する第二の手段とを結合した点である。この
結果コンクリート打設時の衝撃がかなり大きな場
合であつても、ボツクス1のずれ動きを確実に防
止することができる。(Effect) The feature of the present invention is that the hook part 2 made integrally with the electrical wiring box 1 is fitted into the reinforcing bar 3 which is the supporting frame of the concrete wall, and the screw tip 7a is inserted into the reinforcing bar 3.
A first means for pressing the box 1 against the inner surface of the hook part 2, and a second means for supporting the box 1 by screwing separate supports 9 and 13 into the screw hole 5 formed in the back wall of the box 1. This is a point in which the methods of the above are combined. As a result, even if the impact during concrete pouring is quite large, displacement of the box 1 can be reliably prevented.
即ち、コンクリート打設時の衝撃はかなり大き
なものであり、ボツクス1の開放端面1bから打
設時の衝撃によつて生コンクリートがボツクス1
内に流入するといつた問題も従来は往々にして生
じる。そこでボツクス1と一体に作製した引掛部
2及び螺子先端7aによつてボツクス1を鉄筋3
に取付けただけでは、打設時の衝撃によつてボツ
クス1がずれ動き、ボツクス1の開放端面1bと
コンクリート仮枠との間の隙間から軟らかな生コ
ンクリートがボツクス1内に流入するといつたお
それも少なからずある。然しながら本考案によつ
ては更にボツクス1の背面壁1aに形成した螺孔
5に支持具9,13のおねじ10,14を螺挿す
ることによつてボツクス1を支持しているから、
ボツクス1がずれ動くことを極力防止することが
でき、生コンクリートのボツクス1内への流入を
極力防止することができる。 That is, the impact during concrete pouring is quite large, and the fresh concrete is pushed into box 1 from the open end surface 1b of box 1 due to the impact during pouring.
In the past, problems often occurred due to internal flow. Therefore, the box 1 is connected to the reinforcing bar 3 using the hook part 2 and the screw tip 7a which are manufactured integrally with the box 1.
If the box 1 is simply attached to the box 1, the impact during pouring may cause the box 1 to shift and move, causing soft fresh concrete to flow into the box 1 from the gap between the open end surface 1b of the box 1 and the temporary concrete frame. There are also quite a few. However, according to the present invention, the box 1 is further supported by screwing the male screws 10, 14 of the supports 9, 13 into the screw holes 5 formed in the rear wall 1a of the box 1.
It is possible to prevent the box 1 from shifting as much as possible, and to prevent fresh concrete from flowing into the box 1 as much as possible.
ところで電線管自体を鉄筋3に取付けることも
従来においては考えられていたが、本考案のよう
に引掛部を介してコンクリート壁の支骨である鉄
筋3に引掛けられるボツクス1に、電線管を連結
することにすれば、電線管を樹脂製等の可撓電線
管とした場合であつても、ボツクス1は動じな
い。即ち本考案にあつては可撓性電線管をボツク
ス1に連結する場合に特に好適するものである。 By the way, it has been thought in the past to attach the conduit itself to the reinforcing bar 3, but as in the present invention, the conduit is attached to the box 1 which is hooked to the reinforcing bar 3, which is the supporting frame of the concrete wall, through the hook part. If they are connected, the box 1 will not move even if the conduit is a flexible conduit made of resin or the like. That is, the present invention is particularly suitable for connecting a flexible conduit to the box 1.
図面は本考案の代表的な例であり、第1図及び
第2図は引掛部に引掛けた鉄筋を介してボツクス
を取付けた状態の斜視図及び側面図、第3図は引
掛部付近の拡大斜視図、第4図は同縦断側面図で
ある。第5図及び第6図は本考案の異なる例であ
り、第5図は引掛部付近の断面図、第6図は第1
図相当図である。第7図は本考案の更に異なる例
であり、引掛部付近の断面図である。第8図は本
考案をコンクリート製の床壁に使用した場合の側
面図であり、第9図は本考案の異なる例の第2図
相当図である。
図中、1はボツクス、2は引掛部、1aは背面
壁、3は鉄筋、5は螺孔、7は螺子、9,13は
別体の支持具、10,14はおねじを示す。
The drawings are representative examples of the present invention. Figures 1 and 2 are perspective and side views of the box attached to the hook via reinforcing bars, and Figure 3 is a view of the area near the hook. FIG. 4 is an enlarged perspective view and a longitudinal sectional side view thereof. Figures 5 and 6 show different examples of the present invention, with Figure 5 being a sectional view of the vicinity of the hook, and Figure 6 being the
It is a figure equivalent figure. FIG. 7 is a further different example of the present invention, and is a sectional view of the vicinity of the hook. FIG. 8 is a side view of the present invention applied to a concrete floor wall, and FIG. 9 is a view corresponding to FIG. 2 of a different example of the present invention. In the figure, 1 is a box, 2 is a hook, 1a is a back wall, 3 is a reinforcing bar, 5 is a screw hole, 7 is a screw, 9 and 13 are separate supports, and 10 and 14 are male threads.
Claims (1)
ンクリート壁の支骨をなす鉄筋を架設状態に引
掛ける引掛部と、 (ロ) ボツクス内方から引掛部の周縁に止められ、
螺子先端で鉄筋を引掛部内面に向けて押圧する
螺子と、 (ハ) ボツクスの背面壁に形成され、別体の支持具
のおねじがボツクス支持のために螺挿される螺
孔とを具備して成る、電気配線用のボツクスを
コンクリート壁内に取付ける構造。[Scope of Claim for Utility Model Registration] (a) A hook part that is made integrally with the outer wall of the box and hooks the reinforcing bars that form the support frame of the concrete wall in an erected state; Stopped at the periphery,
(c) a screw hole formed on the back wall of the box into which a male thread of a separate support is screwed to support the box; A structure in which a box for electrical wiring is installed inside a concrete wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16888482U JPS5972823U (en) | 1982-11-08 | 1982-11-08 | A structure in which a box for electrical wiring is installed inside a concrete wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16888482U JPS5972823U (en) | 1982-11-08 | 1982-11-08 | A structure in which a box for electrical wiring is installed inside a concrete wall |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5972823U JPS5972823U (en) | 1984-05-17 |
JPH019222Y2 true JPH019222Y2 (en) | 1989-03-14 |
Family
ID=30369093
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16888482U Granted JPS5972823U (en) | 1982-11-08 | 1982-11-08 | A structure in which a box for electrical wiring is installed inside a concrete wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5972823U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9827779B2 (en) | 2013-09-17 | 2017-11-28 | Seiko Epson Corporation | Liquid ejecting apparatus and liquid supply method |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2582559B2 (en) * | 1986-12-29 | 1997-02-19 | 宏之 長谷川 | Outlet box setting tool |
JPH0279709A (en) * | 1988-09-13 | 1990-03-20 | Mirai Ind Co Ltd | Drawing piping method of pipe from inside of slab and pipe drawing tool onto slab |
KR100863155B1 (en) | 2007-06-14 | 2008-10-13 | 주식회사 피아이피 | Built-in wall water service box for construction with iron reinforcing rod dodging groove and constructing method thereof |
-
1982
- 1982-11-08 JP JP16888482U patent/JPS5972823U/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9827779B2 (en) | 2013-09-17 | 2017-11-28 | Seiko Epson Corporation | Liquid ejecting apparatus and liquid supply method |
Also Published As
Publication number | Publication date |
---|---|
JPS5972823U (en) | 1984-05-17 |
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