JPH0510500Y2 - - Google Patents

Info

Publication number
JPH0510500Y2
JPH0510500Y2 JP1987196515U JP19651587U JPH0510500Y2 JP H0510500 Y2 JPH0510500 Y2 JP H0510500Y2 JP 1987196515 U JP1987196515 U JP 1987196515U JP 19651587 U JP19651587 U JP 19651587U JP H0510500 Y2 JPH0510500 Y2 JP H0510500Y2
Authority
JP
Japan
Prior art keywords
tension rod
box
formwork
bottom wall
tension
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
JP1987196515U
Other languages
Japanese (ja)
Other versions
JPH01101111U (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 JP1987196515U priority Critical patent/JPH0510500Y2/ja
Publication of JPH01101111U publication Critical patent/JPH01101111U/ja
Application granted granted Critical
Publication of JPH0510500Y2 publication Critical patent/JPH0510500Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime 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】 〔産業上の利用分野〕 本考案は、固定具を使用してボツクスを型枠の
内側に引寄せて固定する形式の合成樹脂製配線ボ
ツクス(以下、単にボツクスと略称する)に関す
るものである。
[Detailed description of the invention] [Industrial application field] The present invention is a synthetic resin wiring box (hereinafter simply referred to as box) in which the box is pulled inside the formwork and fixed using a fixture. ).

〔従来の技術及びその問題点〕[Conventional technology and its problems]

第8図に、上記した形式の従来のボツクス
B′の一例が示されている。
Figure 8 shows a conventional box of the type described above.
An example of B' is shown.

このボツクスB′をコンクリート構造物の壁内
に埋設するには、コンクリートを打設する型枠2
の内側にボツクスB′を固定しておく。
In order to bury this box B' in the wall of a concrete structure, the formwork 2 in which the concrete will be poured must be
Fix box B′ inside.

型枠2にボツクスB′を固定するには、型枠2
の外側から該型枠2に設けられたねじ棒状4にね
じ棒6を挿通して、このねじ棒6をボツクス
B′の底壁8に設けられたねじ部10に螺合し、
その後に型枠2から突出しているねじ棒6にナツ
ト12を螺合し、ねじ棒6とナツト12とを螺合
することによりボツクスB′を型枠2の内側に引
寄せて密着させて固定している。
To fix box B' to formwork 2,
A threaded rod 6 is inserted into the threaded rod shape 4 provided in the formwork 2 from the outside of the box.
Screwed into the threaded part 10 provided on the bottom wall 8 of B',
After that, the nut 12 is screwed onto the threaded rod 6 protruding from the formwork 2, and by screwing the threaded rod 6 and the nut 12 together, the box B' is drawn to the inside of the formwork 2 and fixed in place. are doing.

ボツクスB′の開口端面と型枠2とが密着する
ように、ねじ棒6とナツト12とを螺合してボツ
クスB′を型枠2に強く引寄せると、その引張力
によつてボツクスB′の底壁8が内方にわん曲さ
れたり、底壁8に割れが生じたりする。
When the threaded rod 6 and the nut 12 are screwed together and the box B' is strongly pulled toward the formwork 2 so that the open end surface of the box B' and the formwork 2 come into close contact, the box B The bottom wall 8 of ' is bent inward or cracks occur in the bottom wall 8.

そこで、ねじ部10の近傍の底壁8に突張棒1
4を一体に設け、ボツクスB′を型枠2に引寄せ
る際に、突張棒14を型枠2に当接させることに
より上記した底壁8のわん曲、割れを防止してい
る。
Therefore, the tension rod 1 is attached to the bottom wall 8 near the threaded portion 10.
4 are integrally provided, and when the box B' is drawn into the formwork 2, the tension rods 14 are brought into contact with the formwork 2, thereby preventing the bottom wall 8 from being bent or cracked.

型枠2の間にコンクリートを打設した後に型枠
2を取外し、その後にボツクスB′内において所
定の配線作業を行うのであるが、突張棒14は配
線作業の障害となるので、折取らなければならな
い。
After pouring concrete between the formwork 2, the formwork 2 is removed, and then the specified wiring work is carried out in box B', but the tension rods 14 are an obstacle to the wiring work, so they must be broken off. There must be.

底壁8に突張棒14が一体に設けられている関
係上、別体の突張棒を底壁8にねじ込む構造のも
のに比較して突張棒を底壁8に取付ける作業が不
要であるという利点がある反面、底壁8に一体に
設けられた突張棒14は、何回も力を加えないと
折取ることができず、これが原因で作業能率を低
下させていた。
Since the tension rod 14 is integrally provided on the bottom wall 8, there is no need to attach the tension rod to the bottom wall 8, compared to a structure in which a separate tension rod is screwed into the bottom wall 8. On the other hand, the tension rod 14 provided integrally with the bottom wall 8 cannot be broken off without applying force many times, which reduces work efficiency.

本考案は、ボツクスを型枠に引寄せて密着させ
る際に、底壁のわん曲、割れを防止するためにこ
の底壁に一体に設けられた突張棒の突張力を低下
させることなく、この突張棒を小さな力で簡単に
折取れるようにすることを目的としてなされたも
のである。
The present invention is designed to prevent the bottom wall from bending or cracking when the box is pulled into the formwork and brought into close contact with the formwork, without reducing the tension force of the tension rods that are integrally provided on the bottom wall. This was designed to allow the tension rod to be easily broken with a small amount of force.

〔問題点を解決するための手段〕[Means for solving problems]

上記目的を達成するために本考案が採用した手
段は、底壁に突張棒がボツクス開口部に向かつて
設けられ、固定具によりボツクスを型枠の内側に
引寄せて密着固定する際に、突張棒を型枠の内側
に当接させて底壁のわん曲を防止するようにした
合成樹脂製配線ボツクスにおいて、突張力を低下
させない程度に前記突張棒の基端部との間に接続
肉部を残して、当該突張棒の折取り力を小さくす
るための凹部を底壁の外面に該突張棒の基端部近
傍に臨ませて設けたことである。
The means adopted by the present invention to achieve the above object is that a tension rod is provided on the bottom wall facing the box opening, and when the box is pulled into the inside of the formwork by a fixing device and fixed tightly, In a synthetic resin wiring box in which the tension rod is brought into contact with the inside of the formwork to prevent the bottom wall from bending, there is a gap between the base end of the tension rod and the base end to an extent that does not reduce the tension force. A recessed portion for reducing the breaking force of the tension rod is provided on the outer surface of the bottom wall so as to face the vicinity of the base end of the tension rod, leaving the connection portion intact.

〔考案の作用〕[Effect of invention]

突張棒の折取りを容易にするための凹部を底壁
の外面に該突張棒の基端部に臨ませて設けること
により、一体となつている突張棒と底壁との接続
部分の断面積が小さくなつて、当該部分の断面係
数が小さくなる。よつて、当該部分の許容剪断応
力が小さくなつて、突張棒を小さな力で簡単に折
取ることができる。
A connecting portion between the tension rod and the bottom wall that is integrated by providing a concave portion on the outer surface of the bottom wall facing the base end of the tension rod to facilitate breaking off the tension rod. As the cross-sectional area of the area becomes smaller, the section modulus of that part becomes smaller. Therefore, the permissible shearing stress of the part becomes small, and the tension rod can be easily broken off with a small force.

〔実施例〕〔Example〕

以下実施例を挙げて本考案を更に詳細に説明す
る。なお、上記した「従来の技術及びその問題
点」の項目で説明した部分と同一又は同等部分に
は同一符号を使用して説明する。
The present invention will be explained in more detail with reference to Examples below. Note that the same reference numerals are used to describe parts that are the same as or equivalent to those described in the above-mentioned "Prior art and problems thereof" section.

第1図ないし第4図において、ボツクスBの底
壁8の内側の中央部に膨出部16が設けられ、こ
の膨出部16にナツト18が埋設されている。膨
出部16の近傍に該膨出部16を挟んで一対の突
張棒14が底壁8に一体に設けられている。この
突張棒14の長さは、ボツクスBの深さよりも僅
かに短くしてあり、これによりボツクスBを型枠
2に密着させる際に、その開口端面と型枠2とが
密着し易いようにしてある。
1 to 4, a bulge 16 is provided at the center of the inside of the bottom wall 8 of box B, and a nut 18 is embedded in this bulge 16. A pair of tension rods 14 are integrally provided on the bottom wall 8 near the bulge 16 with the bulge 16 in between. The length of the tension rod 14 is made slightly shorter than the depth of the box B, so that when the box B is brought into close contact with the formwork 2, the opening end surface of the box B is brought into close contact with the formwork 2. It is set as.

第5図及び第6図に詳細に示されるように、底
壁8の外側の突張棒14が設けられている部分に
は断面円形の凹部20が設けられ、この凹部20
は突張棒14の基端部に臨んでいる。よつて、一
体となつている突張棒14と底壁8との接続部分
の断面積が小さくなつて当該部分の断面係数が小
さくなる。なお、ボツクスBの底壁8に凹部20
を設けても、突張棒14の基端部との間には所定
の接続肉部が残されているので、突張棒14の突
張力は低下しない。
As shown in detail in FIGS. 5 and 6, a recess 20 having a circular cross section is provided in the outer portion of the bottom wall 8 where the tension rod 14 is provided.
faces the base end of the tension rod 14. Therefore, the cross-sectional area of the connecting portion between the tension rod 14 and the bottom wall 8, which are integrated, becomes small, and the section modulus of this portion becomes small. Note that there is a recess 20 in the bottom wall 8 of box B.
Even if the tension rod 14 is provided, a predetermined connection portion remains between the tension rod 14 and the proximal end thereof, so that the tension force of the tension rod 14 does not decrease.

第3図に示されるように、型枠2のねじ棒穴4
に挿通したねじ棒6を、ボツクスBの膨出部16
に埋設されているナツト18と螺合し、その後に
型枠2から突出しているねじ棒6とナツト12と
を螺合することによりボツクスBを型枠2に引寄
せると、突張棒14が型枠2に当接するため、底
壁8がわん曲することなく、ボツクスBが型枠2
に密着する。なお、ボツクスBが型枠2に密着す
る際に突張棒14に加わる力は、軸方向の力のみ
であるので、凹部20を設けることにより突張棒
14と底壁8との接続部分の断面積が小さくなつ
ても、突張棒14の機能には全く影響しない。
As shown in FIG. 3, the threaded rod hole 4 of the formwork 2
The threaded rod 6 inserted into the bulge 16 of box B
When the box B is pulled into the formwork 2 by screwing it into the nut 18 embedded in the box B and then by screwing the threaded rod 6 protruding from the formwork 2 into the nut 12, the tension rod 14 Since the box B comes into contact with the formwork 2, the bottom wall 8 does not bend and the box B comes into contact with the formwork 2.
closely adhere to. Note that the force applied to the tension rod 14 when the box B is brought into close contact with the formwork 2 is only the axial force, so by providing the recess 20, the connection portion between the tension rod 14 and the bottom wall 8 is reduced. Even if the cross-sectional area becomes smaller, the function of the tension rod 14 is not affected at all.

型枠2の間にコンクリートCを打設した後に型
枠2を取外し、突張棒14の自由端部に軸直角方
向の力を加えると、突張棒14の基端部分に剪断
力が加わる。底壁8の外側に凹部20を突張棒1
4の基端部に臨ませて設けることにより、突張棒
14の基端部分の断面係数は中実のままの場合に
比較して小さくなつているので、突張棒14は小
さな力によつて簡単に折取ることができる。な
お、突張棒14の径が小さい場合には、その基端
部に力を加えた方が折取り易い。
After pouring concrete C between the formwork 2, when the formwork 2 is removed and force is applied to the free end of the tension rod 14 in the direction perpendicular to the axis, shearing force is applied to the base end of the tension rod 14. . A recess 20 is formed on the outside of the bottom wall 8 by the tension rod 1.
4, the section modulus of the base end of the tension rod 14 is smaller than that in the case where the tension rod 14 is solid. It can be easily broken off. Note that when the diameter of the tension rod 14 is small, it is easier to break it off by applying force to its base end.

また、底壁8の外側に設ける凹部20′の形状
を第7図に示されるようにして、突張棒14と底
壁8との接続部分を円周方向に沿つて断続的にす
ることにより、突張棒14の折取りを一層簡単に
することができる。
Furthermore, by changing the shape of the recess 20' provided on the outside of the bottom wall 8 as shown in FIG. , the tension rod 14 can be broken off even more easily.

なお、上記実施例においては、ボツクスを型枠
の内側に引寄せて固定するための固定具として、
ねじ棒を使用しているが、他の固定具としてフツ
クボルトを挙げることができ、ボツクスの底壁に
取付けた引掛金具をフツクボルトで引掛けて、ボ
ツクスを型枠の内側に引寄せて固定するようなも
のであつてもよい。
In addition, in the above embodiment, as a fixture for drawing and fixing the box to the inside of the formwork,
Although a threaded rod is used, hook bolts can also be used as other fixing devices.The hook bolt is used to hook the hook attached to the bottom wall of the box, and the box is pulled inside the formwork and fixed. It may be something.

〔考案の効果〕[Effect of idea]

本考案は、底壁に突張棒がボツクス開口部に向
かつて設けられ、固定具によりボツクスを型枠の
内側に引寄せて密着固定する際に、突張棒を型枠
の内側に当接させて底壁のわん曲を防止するよう
にした合成樹脂製配線ボツクスにおいて、突張力
を低下させない程度に前記突張棒の基端部との間
に接続肉部を残して、当該突張棒の折取りを容易
にするための凹部を底壁の外面に該突張棒の基端
部に臨ませて設けることにより、突張棒と底壁と
の接続部分の断面積を小さくすることができるの
で、型枠を取外した後に行う突張棒の折取りを小
さな力で簡単に行うことができる。
In this invention, a tension rod is provided on the bottom wall toward the opening of the box, and when the box is pulled to the inside of the formwork using a fixing device and tightly fixed, the tension rod is brought into contact with the inside of the formwork. In a synthetic resin wiring box that prevents the bottom wall from bending, a connection portion is left between the base end of the tension rod and the tension rod to the extent that the tension rod is not reduced. By providing a concave portion on the outer surface of the bottom wall facing the base end of the tension rod, the cross-sectional area of the connecting portion between the tension rod and the bottom wall can be reduced. Therefore, the tension rods can be easily broken off with a small amount of force after the formwork is removed.

よつて、従来のように何回も力を加えて突張棒
を折取る必要がなくなるので、作業能率が向上す
る。
Therefore, it is no longer necessary to break off the tension rod by applying force many times as in the conventional method, so that work efficiency is improved.

また、ボツクスが型枠に密着する際に突張棒に
加わる力は、軸方向の力のみであるので、凹部を
設けることにより突張棒と底壁との接続部分の断
面積が小さくなつても、突張棒の機能には全く影
響しない。
In addition, since the force applied to the tension rod when the box is brought into close contact with the formwork is only the axial force, by providing the recess, the cross-sectional area of the connection between the tension rod and the bottom wall is reduced. This does not affect the function of the tension rod at all.

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

第1図は、本考案に係わるボツクスBの斜視
図、第2図は、同じく底壁8を上方に向けた状態
の斜視図、第3図は、ボツクスBを型枠2に固定
した状態の縦断面図、第4図は、型枠2を取外し
た後に突張棒14を折取つた状態の縦断面図、第
5図は、突張棒14の長さ方向に沿つた部分の断
面斜視図、第6図イは、凹部20の部分の拡大縦
断面図、同ロは、同様部分の底面図、第7図イ
は、凹部20′の部分の拡大縦断面図、同ロは、
同様部分の底面図、第8図は、従来のボツクス
B′を型枠2に固定した状態の縦断面図である。
主要部分の符号の説明は以下の通りである。 B……ボツクス、2……型枠、6……ねじ棒
(固定具)、8……ボツクスの底壁、14……突張
棒、20,20′……凹部。
FIG. 1 is a perspective view of the box B according to the present invention, FIG. 2 is a perspective view of the box B with the bottom wall 8 facing upward, and FIG. 3 is a perspective view of the box B fixed to the formwork 2. FIG. 4 is a vertical cross-sectional view of the tension rod 14 broken off after removing the formwork 2, and FIG. 5 is a perspective cross-sectional view of the tension rod 14 along its length. 6A is an enlarged vertical sectional view of the recess 20, FIG. 6 is a bottom view of the same portion, FIG. 7A is an enlarged longitudinal sectional view of the recess 20',
The bottom view of the similar part, Figure 8, shows the conventional box.
FIG. 3 is a vertical cross-sectional view of B' fixed to the formwork 2;
The explanation of the symbols of the main parts is as follows. B... Box, 2... Formwork, 6... Threaded rod (fixing tool), 8... Bottom wall of box, 14... Tension rod, 20, 20'... Recess.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 底壁に突張棒がボツクス開口部に向かつて設け
られ、固定具によりボツクスを型枠の内側に引寄
せて密着固定する際に、前記突張棒を型枠の内側
に当接させて底壁のわん曲を防止するようにした
合成樹脂製配線ボツクスにおいて、突張力を低下
させない程度に前記突張棒の基端部との間に接続
肉部を残して、当該突張棒の折取り力を小さくす
るための凹部を底壁の外面に該突張棒の基端部近
傍に臨ませて設けたことを特徴とする合成樹脂製
配線ボツクス。
A tension rod is provided on the bottom wall facing the opening of the box, and when the box is drawn to the inside of the formwork by the fixing device and tightly fixed, the tension rod is brought into contact with the inside of the formwork and the bottom In a synthetic resin wiring box designed to prevent the wall from bending, the tension rod is broken off while leaving a connecting part between the tension rod and the base end to the extent that the tension rod is not reduced. 1. A synthetic resin wiring box characterized in that a recess for reducing force is provided on the outer surface of the bottom wall facing near the base end of the tension rod.
JP1987196515U 1987-12-24 1987-12-24 Expired - Lifetime JPH0510500Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987196515U JPH0510500Y2 (en) 1987-12-24 1987-12-24

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987196515U JPH0510500Y2 (en) 1987-12-24 1987-12-24

Publications (2)

Publication Number Publication Date
JPH01101111U JPH01101111U (en) 1989-07-07
JPH0510500Y2 true JPH0510500Y2 (en) 1993-03-15

Family

ID=31487118

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987196515U Expired - Lifetime JPH0510500Y2 (en) 1987-12-24 1987-12-24

Country Status (1)

Country Link
JP (1) JPH0510500Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07111093B2 (en) * 1991-07-31 1995-11-29 未来工業株式会社 Method for fixing concrete buried object to formwork and concrete buried object

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5926748U (en) * 1982-08-10 1984-02-18 吉田工業株式会社 Tube container with backflow prevention stopper

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5340713Y2 (en) * 1971-10-26 1978-10-02
JPS60174409U (en) * 1984-04-25 1985-11-19 未来工業株式会社 Synthetic resin wiring box

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5926748U (en) * 1982-08-10 1984-02-18 吉田工業株式会社 Tube container with backflow prevention stopper

Also Published As

Publication number Publication date
JPH01101111U (en) 1989-07-07

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