JP7075082B2 - Concrete products for cable installation and branching - Google Patents

Concrete products for cable installation and branching Download PDF

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JP7075082B2
JP7075082B2 JP2019203366A JP2019203366A JP7075082B2 JP 7075082 B2 JP7075082 B2 JP 7075082B2 JP 2019203366 A JP2019203366 A JP 2019203366A JP 2019203366 A JP2019203366 A JP 2019203366A JP 7075082 B2 JP7075082 B2 JP 7075082B2
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side wall
concrete
tapered
branching
coma
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司 福島
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不二高圧コンクリート株式会社
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Description

本発明は、例えば、通信線や電線等のケーブル類を内部空間に配線、収容、設置、接続、分岐させるケーブル設置・分岐用コンクリート製品に関する。 The present invention relates to, for example, a concrete product for cable installation / branching in which cables such as communication lines and electric wires are wired, accommodated, installed, connected, and branched in an internal space.

近年、送電や配電のための電力線や電話や光通信のための通信線等のケーブル類(電線類)については、施工、メンテナンスの作業性の点や景観、防災性の点等から地上での電柱による支持に替えて、地中埋設化が推進され、実施される地域も増加している。地中に敷設される通信線や電線のケーブル類は、マンホール、ハンドホール、フィンガーホール等のコンクリート製の作業用ボックス内に引き入れて、他のケーブルと接続したり、分岐されたりされている。この際、ケーブル類を引き込む方向に応じて、作業用ボックスの側壁にケーブル類を通係するための貫通孔を形成させ、該貫通孔にフレキシブル管路やベルマウスを配置させて、外部から作業用ボックス内部にケーブル類を通係させる作業が行われる。従来、作業用ボックスの側壁にケーブル類の通係用孔を形成する方法としては、側壁のケーブル類を通係させるべき位置を予め薄肉としてノックアウト部を形成しておき、施工現場でこの薄肉のノックアウト部を叩打等して孔を形成する方法が知られている。しかしながら、従来の薄肉のノックアウト部を形成しておく方法では、外部からの土圧や水圧による水の浸透等を考慮して、ノックアウト部を極端に薄肉に成形することができず、その結果、作業現場でのノックアウト部で孔を形成する作業では、ピックやタガネ等を使用したハツリ作業が必要であり、極めて大きな労力がかかるうえ、熟練者でもスムーズに孔の縁をキレイに形成することができず、作業時間がかかる問題があった。 In recent years, cables (electric wires) such as power lines for power transmission and distribution and communication lines for telephone and optical communication have been installed on the ground in terms of workability, landscape, and disaster prevention. Underground burial is being promoted instead of being supported by utility poles, and the number of areas where it is being implemented is increasing. Cables of communication lines and electric wires laid underground are drawn into concrete work boxes such as manholes, hand holes, and finger holes to be connected to other cables or branched. At this time, depending on the direction in which the cables are pulled in, a through hole for communicating the cables is formed in the side wall of the work box, and a flexible pipeline or a bell mouth is arranged in the through hole to work from the outside. Work is done to pass cables inside the box. Conventionally, as a method of forming a hole for connecting cables on the side wall of a work box, a knockout portion is formed by thinning the position where cables on the side wall should be communicated in advance, and this thin wall is formed at the construction site. A method of forming a hole by hitting a knockout portion or the like is known. However, in the conventional method of forming a thin-walled knockout portion, the knockout portion cannot be formed into an extremely thin-walled portion in consideration of the infiltration of water due to earth pressure or water pressure from the outside, and as a result, the knockout portion cannot be formed into an extremely thin-walled portion. The work of forming a hole at the knockout part at the work site requires chipping work using a pick or chisel, which requires extremely large labor, and even a skilled person can smoothly form the edge of the hole. There was a problem that it could not be done and it took a long time to work.

これに対し本出願人は、特許文献1において、簡単、短時間で作業用ボックスのノックアウト用孔を形成することができる作業用ボックスのノックアウト部の形成方法を提案している。特許文献1の作業用ボックスノックアウト部の形成方法では、ケーブル通線用のノックアウト孔として打ち抜かれるべき位置に、予め円錐台状に形成した打抜き中実部材を型枠に支持させ、その状態で型枠内にコンクリートを充填して該打抜き中実部材を埋め込んで固化させてノックアウト部として形成する方法であり、ケーブルを通線する際には、打ち抜き中実部材をハンマ等でボックス内側から外側に向けて打撃して打ち抜くことで貫通孔を形成させるものであった。 On the other hand, in Patent Document 1, the applicant proposes a method for forming a knockout portion of a work box, which can easily form a knockout hole of the work box in a short time. In the method of forming the work box knockout portion of Patent Document 1, a punched concrete member previously formed in a truncated cone shape is supported by a mold at a position to be punched as a knockout hole for cable passage, and the mold is formed in that state. It is a method of filling the frame with concrete, embedding the punched solid member and solidifying it to form a knockout part. A through hole was formed by hitting it toward it and punching it out.

特開2004-360401号公報Japanese Unexamined Patent Publication No. 2004-360401

しかしながら、特許文献1の作業用ボックスでは、予め別部材として形成した円錐台状の打ち抜き中実部材と作業用ボックスの側壁を形成するコンクリートとを一体的に固着されているが、打ち抜き中実部材をハンマ等による小さい打撃力で打ち抜きやすい反面、極めて弱い力でも打ち抜き中実部材が抜けてしまうおそれがあった。例えば、作業用ボックスを搬送する際や、ボックス内でのケーブル類の設置、接続、分岐作業中に、不意に打ち抜き中実部材が側壁から外れてしまうことで、ケーブル類を通線させる予定のない側壁に貫通孔が形成されてしまう結果、その不要な貫通孔の埋め戻しする作業が必要となり、不要な労力、材料、コスト、時間がかかってしまう問題が生じるおそれがあった。さらに、作業用ボックスの側壁の打ち抜き中実部材の輪郭部分がコンクリートの打継ぎ目となることから外部の土圧や水圧で、ボックス内部へ水が浸入してしまうおそれがあった。 However, in the work box of Patent Document 1, the truncated cone-shaped punched solid member previously formed as a separate member and the concrete forming the side wall of the work box are integrally fixed, but the punched solid member. Although it is easy to punch out with a small striking force by a hammer or the like, there is a risk that the punching solid member will come off even with an extremely weak force. For example, when transporting a work box, or during installation, connection, or branching of cables inside the box, the punched solid member may suddenly come off the side wall, causing the cables to pass through. As a result of the formation of the through hole in the side wall that is not provided, it is necessary to backfill the unnecessary through hole, which may cause a problem that unnecessary labor, material, cost, and time are required. Further, since the contour portion of the punched solid member on the side wall of the work box becomes a concrete joint, there is a possibility that water may infiltrate into the box due to external earth pressure or water pressure.

本発明は上記従来の課題に鑑みてなされたものであり、その一つの目的は、必要に応じてケーブルを通すための貫通孔を側壁に短時間、低労力で簡単に形成できるとともに、ケーブルを通係させない側壁では不意に孔が形成されることがなく確実に閉鎖状態を保持できる上、外部から内部への水の浸入も防止できるケーブル設置・分岐用コンクリート製品を提供することにある。 The present invention has been made in view of the above-mentioned conventional problems, and one of the purposes thereof is to easily form a through hole in a side wall for passing a cable as needed in a short time with low labor and to form a cable. It is an object of the present invention to provide a concrete product for cable installation / branching, which can surely maintain a closed state without unexpectedly forming a hole in a side wall that does not communicate with each other and can prevent water from entering from the outside to the inside.

上記課題を解決するために本発明は、底壁12と該底壁12から立設された側壁14を有し、ケーブルLを収容又は分岐する内部空間16が形成されたコンクリート製筐体18と、側壁14に設けられ常時は閉鎖されて側壁14の一部を成し必要に応じて開口される予備孔20と、予備孔20に嵌合しコンクリート製筐体18の内部から側壁14の外面に向けて断面台形状に拡大したコマ部材であり、テーパ側面(34,36,39)を有して常時は予備孔20を閉鎖して側壁14の一部を成すコマ部材22と、コマ部材22のテーパ側面に設けた剥離剤塗布部24と、止水材塗布部26と、を含むケーブル設置・分岐用コンクリート製品10から構成される。 In order to solve the above problems, the present invention comprises a concrete housing 18 having a bottom wall 12 and a side wall 14 erected from the bottom wall 12 and having an internal space 16 for accommodating or branching a cable L. , A spare hole 20 provided on the side wall 14 which is normally closed to form a part of the side wall 14 and is opened as needed, and an outer surface of the side wall 14 from the inside of the concrete housing 18 fitted in the spare hole 20. A coma member 22 having a tapered side surface (34, 36, 39) and always closing the spare hole 20 to form a part of the side wall 14, and a coma member. It is composed of a concrete product 10 for cable installation / branching, which includes a release agent coating portion 24 provided on the tapered side surface of the 22 and a waterproof material coating portion 26.

また、コマ部材22は、コンクリート製筐体18の内部から側壁の外面に向けて拡大するテーパ側面34を有し側壁14の外面側に向けて次第に断面が大きくなる第1テーパ部28と、コンクリート製筐体18の側壁14の厚み中間位置から側壁14の外面に向けて拡大するテーパ側面36を有し側壁14の外面に向けて次第に断面が大きくなる第2テーパ部30と、第1テーパ部28と第2テーパ部30との接合部に介設され第1テーパ部28と第2テーパ部30間に段差を形成させる段差部32と、を含むこととしてもよい。 Further, the coma member 22 has a first tapered portion 28 having a tapered side surface 34 that expands from the inside of the concrete housing 18 toward the outer surface of the side wall, and the cross section gradually increases toward the outer surface side of the side wall 14, and concrete. A second tapered portion 30 having a tapered side surface 36 that expands from an intermediate position of the thickness of the side wall 14 of the housing 18 toward the outer surface of the side wall 14, and a cross section gradually increasing toward the outer surface of the side wall 14, and a first tapered portion. It may include a stepped portion 32 interposed in the joint portion between the 28 and the second tapered portion 30 to form a stepped portion between the first tapered portion 28 and the second tapered portion 30.

また、コマ部材22のテーパ側面に設けた剥離剤塗布部24と、止水材塗布部26と、はそれぞれテーパ側面に周状に塗布されて成ることとしてもよい。 Further, the release agent coating portion 24 provided on the tapered side surface of the coma member 22 and the water blocking material coating portion 26 may be coated on the tapered side surface in a circumferential shape.

また、止水材22は、段差部32の段差壁部38及びその近傍にのみ周状に塗着されて、側壁14の一部を成すコマ部材22部分のコンクリート製筐体18の内外を止水することとしてもよい。 Further, the waterproof material 22 is coated only on the stepped wall portion 38 of the stepped portion 32 and its vicinity in a circumferential shape, and stops the inside and outside of the concrete housing 18 of the coma member 22 portion forming a part of the side wall 14. It may be watered.

また、側壁14の予備孔20にコマ部材22を嵌合させたコンクリート製筐体18は、予め製造されたコンクリート二次製品のコマ部材22であり、コンクリート製筐体18の側壁14の予備孔20の取付位置に対応する位置に型枠(102)で支持して配置されるコマ部材22を含み、型枠(102)内にコンクリートを打設固化してコンクリート製筐体18の側壁14にコマ部材22を一体化させてなることとしてもよい。 Further, the concrete housing 18 in which the coma member 22 is fitted into the spare hole 20 of the side wall 14 is a pre-manufactured coma member 22 of a secondary concrete product, and the spare hole of the side wall 14 of the concrete housing 18 is provided. A top member 22 supported and arranged by a formwork (102) at a position corresponding to a mounting position of 20 is included, and concrete is cast and solidified in the formwork (102) to form a side wall 14 of a concrete housing 18. The coma member 22 may be integrated.

本発明のケーブル設置・分岐用コンクリート製品によれば、底壁と該底壁から立設された側壁を有し、ケーブルを収容又は分岐する内部空間が形成されたコンクリート製筐体と、側壁に設けられ常時は閉鎖されて側壁の一部を成し必要に応じて開口される予備孔と、予備孔に嵌合しコンクリート製筐体の内部から側壁の外面に向けて断面台形状に拡大したコマ部材であり、テーパ側面を有して常時は予備孔を閉鎖して側壁の一部を成すコマ部材と、コマ部材のテーパ側面に設けた剥離剤塗布部と、止水材塗布部と、を含むことから、ケーブルを通係させない側壁では、作業中や搬送中の振動等の弱い力では不意に予備孔が開口されることがなく確実に閉鎖状態を保持できるとともに、外部から内部への水の浸入を確実に防止できる。さらに、ケーブルを通す際等の必要に応じて予備孔を側壁に開口させる際には、例えば、ハンマによる打撃等によって、短時間、低労力で簡単にコマ部材を離脱させて、予備孔を開口させることができる。 According to the concrete product for cable installation / branching of the present invention, a concrete housing having a bottom wall and a side wall erected from the bottom wall and having an internal space for accommodating or branching a cable, and a side wall. A spare hole that is provided and is always closed to form a part of the side wall and is opened as needed, and a trapezoidal cross section that fits into the spare hole and expands from the inside of the concrete housing to the outer surface of the side wall. A coma member which is a coma member and has a tapered side surface and always closes a spare hole to form a part of a side wall, a release agent coating portion provided on the tapered side surface of the coma member, and a water blocking material coating portion. In the side wall that does not allow the cable to pass through, the spare hole will not be opened unexpectedly by a weak force such as vibration during work or transportation, and the closed state can be reliably maintained, and the closed state can be reliably maintained from the outside to the inside. The ingress of water can be reliably prevented. Furthermore, when opening a spare hole in the side wall as needed, such as when passing a cable, the frame member is easily detached in a short time and with low labor by hitting with a hammer, for example, and the spare hole is opened. Can be made to.

また、コマ部材は、コンクリート製筐体の内部から側壁の外面に向けて拡大するテーパ側面を有し側壁の外面側に向けて次第に断面が大きくなる第1テーパ部と、コンクリート製筐体の側壁の厚み中間位置から側壁の外面に向けて拡大するテーパ側面を有し側壁の外面に向けて次第に断面が大きくなる第2テーパ部と、第1テーパ部と第2テーパ部との接合部に介設され第1テーパ部と第2テーパ部間に段差を形成させる段差部と、を含む構成とすることにより、コマ部材の中間に拡大された段差部を有するので、例えば段差部分に止水材塗布部を設けると、止水材塗布部を介してコマ部材と側壁とが接着されている構造でも、スムーズにコマ部材を離脱させて予備孔を開口することができ、常時のコマ部材の閉鎖保持及び止水機能と、必要時の予備孔開口作業の作業性を同時に実現しうる。 Further, the coma member has a first tapered portion having a tapered side surface that expands from the inside of the concrete housing toward the outer surface of the side wall, and the cross section gradually increases toward the outer surface side of the side wall, and a side wall of the concrete housing. A second tapered portion having a tapered side surface that expands from the intermediate position of the thickness toward the outer surface of the side wall and gradually increasing in cross section toward the outer surface of the side wall, and a joint portion between the first tapered portion and the second tapered portion. By including a stepped portion that is provided and forms a stepped portion between the first tapered portion and the second tapered portion, an enlarged stepped portion is provided in the middle of the coma member. Therefore, for example, a water blocking material is provided at the stepped portion. When the coating portion is provided, even in a structure in which the top member and the side wall are adhered to each other via the waterproof material coating portion, the top member can be smoothly detached and a spare hole can be opened, and the top member can be closed at all times. It is possible to simultaneously realize the function of holding and stopping water and the workability of opening the preliminary hole when necessary.

また、コマ部材のテーパ側面に設けた剥離剤塗布部と、止水材塗布部と、はそれぞれテーパ側面に周状に塗布されて成る構成とすることから、剥離剤塗布部を周状に設けることにより側壁からのコマ部材の離脱操作をスムーズに行いうると同時に、特に、止水材塗布部が周状に設けられるので側壁のコマ部材部分での止水を確実にさせうる。 Further, since the release agent coating portion provided on the tapered side surface of the coma member and the water blocking material coating portion are configured to be coated on the tapered side surface in a circumferential shape, the release agent coating portion is provided in a circumferential shape. As a result, the operation of detaching the coma member from the side wall can be smoothly performed, and at the same time, in particular, since the water blocking material coating portion is provided in a circumferential shape, water can be reliably stopped at the coma member portion of the side wall.

また、止水材は、段差部の段差壁部及びその近傍にのみ周状に塗着されて、側壁の一部を成すコマ部材部分のコンクリート製筐体の内外を止水する構成とすることにより、止水機能を保持できると同時に、簡単かつスムーズにコマ部材を側壁から離脱させて予備孔を開口する作業を行える止水材塗布部の構造を具体的に実現できる。 In addition, the waterproof material shall be coated in a circumferential shape only on the stepped wall portion of the stepped portion and its vicinity, and shall be configured to stop water inside and outside the concrete housing of the coma member portion forming a part of the side wall. Thereby, it is possible to concretely realize the structure of the water blocking material coating portion which can maintain the water blocking function and at the same time can easily and smoothly separate the coma member from the side wall to open the preliminary hole.

また、側壁の予備孔にコマ部材を嵌合させたコンクリート製筐体は、予め製造されたコンクリート二次製品のコマ部材であり、コンクリート製筐体の側壁の予備孔の取付位置に対応する位置に型枠で支持して配置されるコマ部材を含み、型枠内にコンクリートを打設固化してコンクリート製筐体の側壁にコマ部材を一体化させてなる構成とすることにより、テーパ側面を有する形状のコマ部材であって、かつコマ部材のテーパ側面に剥離剤塗布部と止水材塗布部が設けられたコマ部材を含む構造であっても、コマ部材をコンクリート製筐体の側壁に一体化させたケーブル設置・分岐用コンクリート製品を簡単に製造することができる。 Further, the concrete housing in which the coma member is fitted into the spare hole of the side wall is a coma member of a concrete secondary product manufactured in advance, and the position corresponding to the mounting position of the spare hole of the side wall of the concrete housing. The tapered side surface is formed by including the coma member that is supported and arranged by the formwork, and by placing and solidifying concrete in the formwork and integrating the coma member into the side wall of the concrete housing. Even if the coma member has a shape and includes a coma member having a release agent coating portion and a water blocking material coating portion on the tapered side surface of the coma member, the coma member can be attached to the side wall of the concrete housing. It is possible to easily manufacture integrated concrete products for cable installation and branching.

本発明の第1の実施形態に係るケーブル設置・分岐用コンクリート製品の断面図及び要部を拡大した説明図である。It is sectional drawing and the enlarged explanatory drawing of the main part of the concrete product for cable installation and branching which concerns on 1st Embodiment of this invention. 図1のケーブル設置・分岐用コンクリート製品の全体斜視図である。It is an overall perspective view of the concrete product for cable installation and branching of FIG. (a)は、図1のケーブル設置・分岐用コンクリート製品のコマ部材の外側端面側から見た斜視図、(b)は同コマ部材の内側端面側から見た斜視図である。(A) is a perspective view seen from the outer end face side of the concrete product for cable installation / branching in FIG. 1, and (b) is a perspective view seen from the inner end face side of the same top member. 図1のケーブル設置・分岐用コンクリート製品のコマ部材の側面図である。It is a side view of the top member of the concrete product for cable installation / branching of FIG. 図1のケーブル設置・分岐用コンクリート製品の予備孔を開口させる際の作用説明図である。It is an operation explanatory view at the time of opening the spare hole of the concrete product for cable installation and branching of FIG. 図1のケーブル設置・分岐用コンクリート製品の製造方法の一例の説明図である。It is explanatory drawing of an example of the manufacturing method of the concrete product for cable installation and branching of FIG. (a)は、図1のケーブル設置・分岐用コンクリート製品でケーブルを通係させる際の一例の説明図、(b)は他の例の説明図である。(A) is an explanatory diagram of an example when connecting a cable with the concrete product for cable installation / branching of FIG. 1, and (b) is an explanatory diagram of another example. 図1のケーブル設置・分岐用コンクリート製品のコマ部材の他の実施形態の説明図である。It is explanatory drawing of another embodiment of the piece member of the concrete product for cable installation / branching of FIG. 本発明の第2の実施形態に係るケーブル設置・分岐用コンクリート製品の斜視図である。It is a perspective view of the concrete product for cable installation and branching which concerns on 2nd Embodiment of this invention. (a)は、図9のケーブル設置・分岐用コンクリート製品のコマ部材の外側端面側から見た斜視図、(b)は同コマ部材の内側端面側から見た斜視図である。(A) is a perspective view seen from the outer end face side of the concrete product for cable installation / branching in FIG. 9, and (b) is a perspective view seen from the inner end face side of the same top member.

以下添付図面を参照しつつ本発明のケーブル設置・分岐用コンクリート製品の実施形態について説明する。本発明に係るケーブル設置・分岐用コンクリート製品は、例えば、マンホールやハンドホール等の作業用ボックス、又はU字溝等のコンクリート製で、内部に通信線、電力線等のケーブル類や電線類を配線、収容、設置したり、接続したり、分岐したりするためのケーブル類、電線類設置用のコンクリート二次製品である。図1ないし図7は、本発明のケーブル設置・分岐用コンクリート製品の第1の実施形態を示している。図1に示すように、本実施形態に係るケーブル設置・分岐用コンクリート製品10は、内部にケーブル類(電線類)を収容設置又は分岐する空間を有するケーブル設置・分岐用コンクリート製品であり、底壁12と側壁14と内部空間16を有するコンクリート製筐体18と、コンクリート製筐体18の側壁14に設けられた予備孔20と、予備孔20に嵌合して常時は予備孔20を閉鎖して側壁14の一部を成すコマ部材22と、コマ部材22の側面に設けられる剥離剤塗布部24と止水材塗布部26と、を備える。 Hereinafter, embodiments of the concrete product for cable installation / branching of the present invention will be described with reference to the accompanying drawings. The concrete product for cable installation / branching according to the present invention is made of concrete such as a work box such as a manhole or a handhole, or a U-shaped groove, and cables and electric wires such as communication lines and power lines are wired inside. , Cables for accommodating, installing, connecting and branching, and secondary concrete products for installing electric wires. 1 to 7 show a first embodiment of the concrete product for cable installation / branching of the present invention. As shown in FIG. 1, the cable installation / branching concrete product 10 according to the present embodiment is a cable installation / branching concrete product having a space for accommodating and installing or branching cables (electric wires) inside, and has a bottom. A concrete housing 18 having a wall 12, a side wall 14 and an internal space 16, a spare hole 20 provided in the side wall 14 of the concrete housing 18, and a spare hole 20 are fitted and the spare hole 20 is always closed. A top member 22 forming a part of the side wall 14 and a release agent coating portion 24 and a water blocking material coating portion 26 provided on the side surface of the top member 22 are provided.

図1、図2に示すように、本実施形態では、コンクリート製筐体18は、例えば、マンホール、ハンドホール、フィンガーホール等の地中に埋設される作業用ボックス19の例で説明する。コンクリート製筐体18は、例えば、略矩形状の底壁12と、該底壁12の外形輪郭形状となる略矩形状の四辺から立設された4つの側壁14と、を有し、略立体矩形状にコンクリートで一体成型されている。コンクリート製筐体18の底壁12と4つの側壁14に囲まれた内部には、通信線や電力線等のケーブル類が配線のために収容設置、接続、分岐等される内部空間16が形成されている。コンクリート製筐体18の内部空間16は、上方が開口されているが、従来の作業用ボックス同様に、開閉可能な蓋(図示せず)で閉鎖される。本実施形態では、コンクリート製筐体18の4つの側壁14にそれぞれ予備孔20が形成される部分に予備孔20が形成されコマ部材22が埋設されている。 As shown in FIGS. 1 and 2, in the present embodiment, the concrete housing 18 will be described with an example of a work box 19 buried in the ground such as a manhole, a hand hole, and a finger hole. The concrete housing 18 has, for example, a substantially rectangular bottom wall 12 and four side walls 14 erected from four substantially rectangular sides which are the outer contour shape of the bottom wall 12, and is substantially three-dimensional. It is integrally molded with concrete in a rectangular shape. Inside the concrete housing 18 surrounded by the bottom wall 12 and the four side walls 14, an internal space 16 is formed in which cables such as communication lines and power lines are accommodated, installed, connected, branched, etc. for wiring. ing. The internal space 16 of the concrete housing 18 is open above, but is closed by a lid (not shown) that can be opened and closed like a conventional work box. In the present embodiment, the spare hole 20 is formed in the portion where the spare hole 20 is formed in each of the four side walls 14 of the concrete housing 18, and the coma member 22 is embedded.

予備孔20は、コンクリート製筐体18の側壁14に設けられ、常時はコマ部材22によって閉鎖されて側壁20を成し、必要に応じて開口されて側壁14を厚み方向に貫通して内部空間16と外部空間17とを連通させたケーブル通係用の貫通孔である。図5にも示すように、予備孔20は、後述するコマ部材22のテーパ側面を有する外形形状に対応してテーパ部を含む段差付き孔形状で形成される。予備孔20は、該予備孔20に嵌合して閉鎖するコマ部材22が離脱された後に側壁14に開口された際には、ケーブル類を通す貫通孔となる。 The spare hole 20 is provided in the side wall 14 of the concrete housing 18, and is always closed by the coma member 22 to form the side wall 20, which is opened as needed and penetrates the side wall 14 in the thickness direction to form an internal space. It is a through hole for cable communication in which 16 and the external space 17 are communicated with each other. As shown in FIG. 5, the spare hole 20 is formed in a stepped hole shape including a tapered portion corresponding to the external shape having the tapered side surface of the coma member 22 described later. The spare hole 20 becomes a through hole through which cables and the like are passed when the coma member 22 that fits into the spare hole 20 and is closed is opened in the side wall 14 after being detached.

図1、図3、図4に示すように、コマ部材22は、コンクリート製筐体18の側壁14の予備孔20に嵌合して常時は該予備孔20を閉鎖して該側壁14の一部を成す部材である。コマ部材22は、コンクリート製筐体18の内部から側壁14の外面に向けて断面台形状に拡大して形成されており、テーパ側面を有している。コマ部材22は、必要に応じて側壁14から離脱されてケーブル類を通係する予備孔20を開口する。本実施形態では、コマ部材22は、例えば、コンクリート等で予め所定の立体形状に形成された中実部材からなり、両端面(33、35)がコンクリート製筐体18の側壁14の内外面に露出した状態で側壁14に埋設するように該側壁14とコンクリートで一体的に形成されている。より具体的には、コマ部材22は、コンクリート製筐体18の側壁14内において内部空間側から側壁外面側に向けて該側壁の厚み方向に順に、断面が異なる第1テーパ部28と第2テーパ部30とが一体的に接合して形成されており、それらの第1テーパ部28と第2テーパ部32との接合部には段差部32が介設されている。 As shown in FIGS. 1, 3, and 4, the coma member 22 fits into the spare hole 20 of the side wall 14 of the concrete housing 18 and always closes the spare hole 20 to one of the side walls 14. It is a member that forms a part. The coma member 22 is formed by expanding from the inside of the concrete housing 18 toward the outer surface of the side wall 14 in a trapezoidal cross-section, and has a tapered side surface. The top member 22 is separated from the side wall 14 as needed to open a spare hole 20 for passing cables. In the present embodiment, the coma member 22 is made of, for example, a solid member previously formed of concrete or the like into a predetermined three-dimensional shape, and both end faces (33, 35) are formed on the inner and outer surfaces of the side wall 14 of the concrete housing 18. It is integrally formed with the side wall 14 with concrete so as to be embedded in the side wall 14 in an exposed state. More specifically, the coma member 22 has a first tapered portion 28 and a second tapered portion 28 having different cross sections in the side wall 14 of the concrete housing 18 in order from the internal space side toward the outer surface side of the side wall in the thickness direction of the side wall. The tapered portion 30 is integrally joined to each other, and a stepped portion 32 is interposed at the joint portion between the first tapered portion 28 and the second tapered portion 32.

コマ部材22の第1テーパ部28は、コンクリート製筐体18の内部空間16側となる内側端面33から側壁14の厚み中間位置までの長さで設定され、内部空間側16側から側壁14の外面側(14G)に向けて拡大する第1テーパ側面36を有し、側壁14の外面側(14G)に向けて次第に断面が大きくなるように形成されている。第1テーパ部28は、例えば、断面台形状となる略円錐台形状に形成されており、中心軸を横倒しして小径の底面を内側端面33としている。第2テーパ部30は、第1テーパ部28の大径側となる外面側端部すなわちコンクリート製筐体18の側壁14の厚み中間位置から側壁14の外面に向けて拡大する第2テーパ側面38を有し、側壁14の外面に向けて次第に断面が大きくなるように形成されている。第2テーパ部30は、例えば、第1テーパ部28の中心軸上に中心軸を一致させて横倒しした断面台形状となる円錐台形状に形成されており、小径側を第1テーパ部28の大径側に一体的に接合させるとともに大径側の底面を外側端面35としている。一体的に接合された第1テーパ部28と第2テーパ部30との合計の厚み幅は、コンクリート製筐体18の側面14の厚み幅と同じに設定されており、コマ部材22の内側端面33は側壁14の内面14Nと略面一に、外側端面35は側壁14の外面14Eと略面一となるように側壁に埋設される。第1テーパ部28と第2テーパ部30の接合部周辺においては、第2テーパ部30の小径側は、第1テーパ部28の大径側よりも断面形状が段差的に拡大されて形成されており、第1テーパ部28と第2テーパ部30との間に段差壁部38を形成して段差部32を形成している。段差部32の段差壁部38はコマ部材22の第1テーパ部28と第2テーパ部30の接合部に周状に連続して形成される。例えば、第1テーパ部28の側壁14の厚み方向に沿った厚み幅は、第2テーパ部の厚み幅よりも大きく設定されており、段差部32は、側壁14の厚みの略中央の位置よりも側壁の外面側に寄った位置に設定されている。段差部32は、第1テーパ部28の大径側端部より径方向に突設するように段差壁部38を形成している。段差壁部38は、例えば、断面円弧状に第2テーパ部30側に向けて凹設されている。段差壁部38を円弧状に凹設したことにより、例えば、コマ部材部分での止水機能と、側壁との一体化する接着機能と、必要に応じてコマ部材を離脱させる際の離脱させやすさのバランスが良好である。なお、段差部32の段差壁部38の形状は、任意形状でもよい。 The first tapered portion 28 of the coma member 22 is set to have a length from the inner end surface 33 on the internal space 16 side of the concrete housing 18 to the thickness intermediate position of the side wall 14, and is set from the internal space side 16 side to the side wall 14. It has a first tapered side surface 36 that expands toward the outer surface side (14G), and is formed so that the cross section gradually increases toward the outer surface side (14G) of the side wall 14. The first tapered portion 28 is formed, for example, in a substantially truncated cone shape having a cross-sectional trapezoidal shape, and the central axis is tilted sideways so that the bottom surface having a small diameter is the inner end surface 33. The second tapered side surface 38 is an outer surface side end portion on the large diameter side of the first tapered portion 28, that is, a second tapered side surface 38 that expands from a thickness intermediate position of the side wall 14 of the concrete housing 18 toward the outer surface of the side wall 14. It is formed so that the cross section gradually increases toward the outer surface of the side wall 14. The second tapered portion 30 is formed, for example, into a truncated cone shape having a cross-sectional trapezoidal shape in which the central axis is aligned with the central axis of the first tapered portion 28 and is tilted sideways. It is integrally joined to the large diameter side, and the bottom surface on the large diameter side is the outer end surface 35. The total thickness width of the integrally joined first tapered portion 28 and the second tapered portion 30 is set to be the same as the thickness width of the side surface 14 of the concrete housing 18, and the inner end surface of the coma member 22 is set. 33 is embedded in the side wall so as to be substantially flush with the inner surface 14N of the side wall 14, and the outer end surface 35 is embedded in the side wall so as to be substantially flush with the outer surface 14E of the side wall 14. Around the joint between the first tapered portion 28 and the second tapered portion 30, the small diameter side of the second tapered portion 30 is formed so that the cross-sectional shape is stepped larger than that of the large diameter side of the first tapered portion 28. A stepped wall portion 38 is formed between the first tapered portion 28 and the second tapered portion 30, and the stepped portion 32 is formed. The stepped wall portion 38 of the stepped portion 32 is formed continuously in a circumferential shape at the joint portion between the first tapered portion 28 and the second tapered portion 30 of the coma member 22. For example, the thickness width along the thickness direction of the side wall 14 of the first tapered portion 28 is set to be larger than the thickness width of the second tapered portion, and the step portion 32 is located at a position substantially at the center of the thickness of the side wall 14. Is also set closer to the outer surface side of the side wall. The step portion 32 forms a step wall portion 38 so as to project in the radial direction from the large diameter side end portion of the first tapered portion 28. The stepped wall portion 38 is recessed toward the second tapered portion 30 side in an arc shape in a cross section, for example. By recessing the step wall portion 38 in an arc shape, for example, a water blocking function at the top member portion, an adhesive function integrated with the side wall, and an easy detachment when the top member is detached as needed. The balance is good. The shape of the step wall portion 38 of the step portion 32 may be an arbitrary shape.

上述のようにコマ部材22は、断面台形状となるテーパ側面を有する錐台状からなるが、これにより、コンクリート製品10を地中等に設置した際に、側壁14の外部から内側に向けて土圧や水圧等がかかってもコマ部材22が内側に離脱することなく閉鎖状態を保持できる。さらに、図5に示すように、必要に応じて、コマ部材22をコンクリート製筐体18の側壁14から離脱させて、該側壁14にケーブル類の通線用の予備孔24を開口するときには、ボックス内側から外側に向けてハンマ等で打撃するだけで簡単かつ短時間で離脱させて側壁に予備孔24を開口しうる。図1に示すように、コマ部材22には、側壁14の外面側に配置される外側端面35の中心から内部に向けて連結用穴40が穿穴されている。この連結用穴40は、内側端面33側までは貫通されておらず、後述のようにコンクリート製品成形用の外型枠にピン部材42を介して支持させるための穴となる。 As described above, the coma member 22 is formed of a frustum having a tapered side surface having a trapezoidal cross section, whereby when the concrete product 10 is installed in the ground or the like, the soil is directed from the outside to the inside of the side wall 14. Even if pressure, water pressure, or the like is applied, the coma member 22 can be maintained in the closed state without detaching inward. Further, as shown in FIG. 5, when the coma member 22 is separated from the side wall 14 of the concrete housing 18 and a spare hole 24 for passing cables is opened in the side wall 14, if necessary. A spare hole 24 can be opened in the side wall by simply hitting the box from the inside to the outside with a hammer or the like to easily and quickly disengage the box. As shown in FIG. 1, the coma member 22 is provided with a connecting hole 40 from the center of the outer end surface 35 arranged on the outer surface side of the side wall 14 toward the inside. The connecting hole 40 does not penetrate to the inner end surface 33 side, and is a hole for supporting the outer formwork for forming a concrete product via the pin member 42 as described later.

図1、図3、図4に示すように、コマ部材22の第1テーパ側面34、第2テーパ側面36には、剥離剤塗布部24が設けられている。剥離剤塗布部24は、第1テーパ側面34と第2テーパ側面36の略全面に設けられている。剥離剤塗布部24は、例えば、従来周知のコンクリート用剥離剤をコマ部材22の第1、第2テーパ側面に刷毛塗りや噴霧、又は溝付け等の任意の方法で塗布して設けられる。これにより、コマ部材22とコンクリート製筐体18の側壁14との結合力が比較的弱くなり、必要に応じてコマ部材22を側壁14から離脱させて、スムーズかつ短時間で、きれいな予備孔20を開口させることができる。なお、剥離剤塗布部24は、コマ部材22のテーパ側面の全面に限らずテーパ側面の一部に周状に塗布されていてもよい。さらに、コマ部材22のテーパ側面34の一部には、止水材塗布部26が設けられている。止水材塗布部26は、例えば、従来周知のシリコン樹脂等コンクリート接着機能を有する止水材からなり、コマ部材22のテーパ側面の側壁の厚み方向の一部分のみに、周状に設けられている。本実施形態では、止水材塗布部26は、例えば、段差部32の段差壁部38及びその近傍にのみ周状に塗着されている。図3、図4の網掛け部分は止水材塗布部26を示している。止水材塗布部26は、第1テーパ部28の第1テーパ側面34の段差部32側の近傍から凹状の段差壁部38を含み、該段差壁部38の突出端部となる第2テーパ部30の小径側端部までの部分に断面略三角形状に周方向に連続してリング状に設けられている。止水材塗布部26は、コマ部材22の離脱方向(コンクリート製筐体の内部空間16側から側壁の外面側に向けた方向)に対して段差部32の後方側となる部分に設けられている。止水塗布部44は、側壁14の一部を成すコマ部材22部分でコンクリート製筐体18の内外を確実に止水するとともに、コマ部材22と側壁14との接合力をある程度保持させる止水兼接着機能を作用する。コマ部材22のテーパ側面に剥離剤塗布部24と止水材塗布部26を設けたことにより、例えば、搬送中の振動等のかなり弱い力だけでは簡単にはコマ部材22は該側壁14から離脱することなく、閉鎖状態を保持することができる。一方、コンクリート製筐体18の側壁14に予備孔20を開口する必要がある場合には、コマ部材22をハンマ等で側壁14の内部空間側から外側に向けてある程度強く打撃等することにより、側壁のコマ部材の接着が一部分であることから簡単にコマ部材22が側壁14より離脱させて、予備孔20を開口することができる。すなわち、コマ部材22の側面に剥離剤塗布部24と止水材塗布部26を設けたことにより、予備孔20を開口させない側壁14については、コマ部材22による閉鎖状態の保持と止水性を確保できるとともに、必要に応じて予備孔20を開口させる際には側壁14からのコマ部材22の離脱させやすく、常時における側壁の閉鎖状態の保持と、必要時の予備孔20の開口作業性とを同時に実現している。止水材塗布部42を、例えば、テーパ側面全体に設けた場合には、コマ部材22をハンマ等の打撃で離脱させるのが困難となり、予備孔20をスムーズに開口できなくなる。よって、上述のようにコマ部材22のテーパ側面の一部、特に、段差部32の段差壁部及びその近傍にのみ周状に塗着すると、常時の閉鎖状態の保持と止水性と、必要の際の予備孔の開口作業の円滑な作業性と、を好適に実現できる。 As shown in FIGS. 1, 3, and 4, a release agent application portion 24 is provided on the first tapered side surface 34 and the second tapered side surface 36 of the coma member 22. The release agent application portion 24 is provided on substantially the entire surface of the first tapered side surface 34 and the second tapered side surface 36. The release agent application unit 24 is provided, for example, by applying a conventionally known release agent for concrete to the first and second tapered side surfaces of the top member 22 by any method such as brush coating, spraying, or grooving. As a result, the bonding force between the coma member 22 and the side wall 14 of the concrete housing 18 becomes relatively weak, and the coma member 22 is detached from the side wall 14 as needed, so that the spare hole 20 is smooth, short-time, and clean. Can be opened. The release agent application portion 24 may be applied not only to the entire surface of the tapered side surface of the coma member 22 but also to a part of the tapered side surface in a circumferential shape. Further, a water blocking material coating portion 26 is provided on a part of the tapered side surface 34 of the top member 22. The water blocking material coating portion 26 is made of, for example, a water blocking material having a concrete adhesive function such as silicon resin, which is well known in the past, and is provided in a circumferential shape only on a part of the side wall of the tapered side surface of the top member 22 in the thickness direction. .. In the present embodiment, the waterproof material coating portion 26 is, for example, coated only on the stepped wall portion 38 of the stepped portion 32 and its vicinity in a circumferential shape. The shaded portions in FIGS. 3 and 4 show the waterproof material coating portion 26. The water blocking material coating portion 26 includes a concave stepped wall portion 38 from the vicinity of the stepped portion 32 side of the first tapered side surface 34 of the first tapered portion 28, and is a second taper serving as a protruding end portion of the stepped wall portion 38. The portion up to the small diameter side end portion of the portion 30 is provided in a ring shape continuously in the circumferential direction in a substantially triangular cross section. The water blocking material coating portion 26 is provided on a portion on the rear side of the step portion 32 with respect to the detachment direction of the coma member 22 (the direction from the internal space 16 side of the concrete housing toward the outer surface side of the side wall). There is. The water-stopping coating portion 44 is a water-stopping portion 22 that forms a part of the side wall 14 to reliably stop water inside and outside the concrete housing 18 and to maintain a certain degree of bonding force between the top member 22 and the side wall 14. It also has an adhesive function. By providing the release agent coating portion 24 and the waterproof material coating portion 26 on the tapered side surface of the top member 22, the top member 22 can be easily separated from the side wall 14 only by a considerably weak force such as vibration during transportation. It is possible to keep the closed state without doing. On the other hand, when it is necessary to open the spare hole 20 in the side wall 14 of the concrete housing 18, the coma member 22 is hit with a hammer or the like from the internal space side of the side wall 14 toward the outside to some extent. Since the bonding of the frame members on the side wall is a part, the frame member 22 can be easily separated from the side wall 14 to open the preliminary hole 20. That is, by providing the release agent coating portion 24 and the waterproof material coating portion 26 on the side surface of the top member 22, the side wall 14 that does not open the preliminary hole 20 is maintained in a closed state by the top member 22 and the water stoppage is ensured. At the same time, when the spare hole 20 is opened as needed, the coma member 22 can be easily detached from the side wall 14, so that the side wall can be kept in a closed state at all times and the spare hole 20 can be opened when necessary. It is realized at the same time. When the water blocking material coating portion 42 is provided on the entire tapered side surface, for example, it becomes difficult to separate the top member 22 by hitting with a hammer or the like, and the spare hole 20 cannot be smoothly opened. Therefore, as described above, if a part of the tapered side surface of the coma member 22 is applied in a circumferential shape only on the stepped wall portion of the stepped portion 32 and its vicinity thereof, it is necessary to maintain a closed state at all times and to stop water. Smooth workability of opening the preliminary hole at the time can be suitably realized.

図6に示すように、ケーブル設置・分岐用コンクリート製品10を成形する際には、例えば、予めコマ部材22を型枠成形してコンクリート二次製品として形成しておき、コンクリート製筐体18の成形時に同時に埋込み成形させる。ケーブル設置・分岐用コンクリート製品10の製造方法の一例を説明する。まず、コマ部材22をコンクリートで型枠成形し、養生、固化させる。そしてコマ部材22の第1テーパ側面34、第2テーパ側面36に剥離剤塗布部24を設けるとともに、段差部32の近傍にのみ周状に止水材塗布部26を形成する。図6(a)に示すように、例えば、コンクリート製筐体18の底壁側が上方となるように底板100の上に箱型の内型枠104を組立て、その内型枠102の周囲に所定の間隔をあけて外型枠102を組み付ける。その際、側壁14の所定の予備孔20の開口位置に対応する位置にあわせて該外型枠102にピン部材106を介してコマ部材22を支持させる。この状態で、コマ部材22の内側端面33は、内型枠104に略接した状態で配置される。図6(b)に示すように、型枠100内に上方から生コンクリートを打設し、養生、固化させる。その後、図6(c)に示すように、ピン部材106を外して型枠106に対するコマ部材22の支持状態を解除して、型枠を取り外すと、側壁14の予備孔20にコマ部材22を嵌合させて、側壁にコマ部材を埋設状に一体化させたケーブル設置・分岐用コンクリート製品10が完成される。 As shown in FIG. 6, when molding the concrete product 10 for cable installation / branching, for example, the coma member 22 is formed into a formwork in advance to form a concrete secondary product, and the concrete housing 18 is formed. It is embedded and molded at the same time as molding. An example of a manufacturing method of the concrete product 10 for cable installation / branching will be described. First, the coma member 22 is formworked with concrete, cured and solidified. Then, the release agent coating portion 24 is provided on the first tapered side surface 34 and the second tapered side surface 36 of the coma member 22, and the waterproof material coating portion 26 is formed in a circumferential shape only in the vicinity of the step portion 32. As shown in FIG. 6A, for example, a box-shaped inner formwork 104 is assembled on the bottom plate 100 so that the bottom wall side of the concrete housing 18 faces upward, and a box-shaped inner formwork 104 is designated around the inner formwork 102. Assemble the outer formwork 102 at intervals. At that time, the coma member 22 is supported by the outer formwork 102 via the pin member 106 in accordance with the position corresponding to the opening position of the predetermined spare hole 20 of the side wall 14. In this state, the inner end surface 33 of the top member 22 is arranged in a state of being substantially in contact with the inner formwork 104. As shown in FIG. 6B, ready-mixed concrete is poured from above into the formwork 100 to be cured and solidified. After that, as shown in FIG. 6C, when the pin member 106 is removed to release the support state of the piece member 22 with respect to the formwork 106 and the formwork is removed, the piece member 22 is placed in the spare hole 20 of the side wall 14. The concrete product 10 for cable installation / branching, in which the coma member is embedded in the side wall by fitting, is completed.

次に、本実施形態に係るケーブル設置・分岐用コンクリート製品10の作用について説明する。ケーブル設置・分岐用コンクリート製品10は、予め工場等で上記のような方法で型枠形成しておく。ケーブル設置・分岐用コンクリート製品10は、トラック等に載せて、例えば、地中配線化する現場等へ搬送され、所定位置への設置やコンクリート製筐体の内部空間へケーブル類の引き込み作業等を行って施工される。この際、コマ部材22のテーパ側面に周状に止水材塗布部26が設けられているので、その接着力により、搬送中の振動やケーブル引き込み作業等時にコマ部材等へ生じる弱い力では簡単にはコマ部材22は該側壁14から離脱することなく、閉鎖状態を保持することができる。例えば、ケーブル設置・分岐用コンクリート製品10を現場に設置して、コンクリート製筐体18の側壁14にケーブル類を引き込むための予備孔20を開口する必要がある場合には、図5に示すように、コマ部材22をハンマ等で側壁14の内部空間16側から外側に向けてある程度強く打撃等する(または外側から引き抜き状の力を作用させる)ことにより、止水材塗布部26による側壁14とコマ部材22との接着力に抗して、コマ部材22が側壁14より離脱され、予備孔20が形成される。なお、コマ部材22を離脱させた際に、止水材塗布部26を形成していた止水材26Rは予備孔20の内壁面に付着されていてもよい。また止水材塗布部はコマ部材22とともに離脱されてもよい。このように、簡単、省力かつ短時間でケーブル類を通係する側壁を貫通した予備孔20の形成をスムーズに形成することができる。一方で、貫通孔を形成しない側壁14については、コマ部材22が不意に離脱することがなく確実に閉鎖状態を保持できるとともに、外部から内部へ止水できる側壁構造を実現できる。図7(a)に示すように、予備孔20を開口した側壁14には、蛇腹管やコルゲート管等のケーブル保護用の保護管42を予備孔20内に挿通させ、保護管42の内側にはベルマウス44を係着し、予備孔20の内側と保護管42との間の隙間をモルタル46等で埋める。なお、コマ部材22の止水材塗布部の止水材が該コマ部材の離脱後に予備孔20に付着していてもそのまま埋設してもよい。保護管42の管内に通信線や電力線等のケーブルLを通して、コンクリート製筐体18の内部空間16に引き込み、収容、設置、接続、分岐等の配線作業が行われる。なお、図7(b)に示すように、開口した予備孔20には、例えば、ベルマウス状の分岐管部45と、該分岐管部45を一体化し外形形状が予備孔20に嵌合するように段差が無い略円錐台形状に設けられた嵌合ブロック部47と、を備えた分岐管ブロック49を装着して、該分岐管部45の外部17側突出端に、ケーブル保護管42を接続するようにしてもよい。分岐管ブロック49は、予め工場等で嵌合ブロック部がコンクリートやレジンコンクリート等で成型されて分岐管部と一体化されて製造されており、現場にてコマ部材22を離脱して側壁14を開口した予備孔20に装着するだけで分岐路を形成できる。予備孔20の段差によって形成される嵌合ブロック部47を嵌合した後の側壁14の外側の環状の隙間部分には、例えば、エポキシ樹脂50等の接着剤や止水剤を充填して分岐管ブロック49の固定や止水をすることとしてもよい。図7(b)の場合にも、通信線や電力線等のケーブルLを通して、コンクリート製筐体18の内部空間16に引き込み、収容、設置、接続、分岐等の配線作業が行われる。配線作業が終わったら、コンクリート製筐体18の外部を土で埋めて、上部を蓋で閉鎖する。なお、予備孔20を開口させないコマ部材22は、テーパ側面が内側から外側に次第に大きくなるテーパ状に形成されているので、外部からの土圧や水圧がかかっても側壁14に埋め込まれたコマ部材22が離脱することなく、確実に閉鎖状態を保持できる。 Next, the operation of the concrete product 10 for cable installation / branching according to the present embodiment will be described. The concrete product 10 for cable installation / branching is preliminarily formed into a formwork at a factory or the like by the above method. The concrete product 10 for cable installation / branching is placed on a truck or the like and transported to, for example, an underground wiring site, where the cables are installed in a predetermined position or the cables are pulled into the internal space of the concrete housing. Go and be constructed. At this time, since the water blocking material coating portion 26 is provided on the tapered side surface of the top member 22 in a circumferential shape, the adhesive force thereof makes it easy to use a weak force generated on the top member or the like during vibration during transportation or cable pulling work. The coma member 22 can maintain the closed state without detaching from the side wall 14. For example, when it is necessary to install the concrete product 10 for cable installation / branching at the site and open a spare hole 20 for drawing cables into the side wall 14 of the concrete housing 18, as shown in FIG. In addition, the side wall 14 by the waterproof material coating portion 26 is formed by hitting the top member 22 with a hammer or the like from the internal space 16 side of the side wall 14 toward the outside to some extent (or applying a pull-out force from the outside). The top member 22 is separated from the side wall 14 against the adhesive force between the top member 22 and the top member 22, and a spare hole 20 is formed. The water blocking material 26R forming the water blocking material coating portion 26 when the top member 22 is detached may be attached to the inner wall surface of the preliminary hole 20. Further, the waterproof material coating portion may be separated together with the coma member 22. In this way, it is possible to smoothly form the spare hole 20 penetrating the side wall through which the cables are passed, easily, labor-savingly, and in a short time. On the other hand, with respect to the side wall 14 that does not form a through hole, it is possible to realize a side wall structure in which the coma member 22 can be reliably maintained in a closed state without being abruptly detached and water can be stopped from the outside to the inside. As shown in FIG. 7A, a protective tube 42 for protecting cables such as a bellows tube and a corrugated tube is inserted into the spare hole 20 through the side wall 14 having the spare hole 20 opened, and inside the protective tube 42. The bell mouth 44 is engaged, and the gap between the inside of the spare hole 20 and the protective tube 42 is filled with mortar 46 or the like. Even if the water blocking material of the water blocking material coating portion of the top member 22 adheres to the preliminary hole 20 after the top member is detached, it may be buried as it is. A cable L such as a communication line or a power line is passed through the protection tube 42 and is drawn into the internal space 16 of the concrete housing 18, and wiring work such as accommodation, installation, connection, and branching is performed. As shown in FIG. 7 (b), in the opened spare hole 20, for example, a bellmouth-shaped branch pipe portion 45 and the branch pipe portion 45 are integrated and the outer shape fits into the spare hole 20. A branch pipe block 49 provided with a fitting block portion 47 provided in a substantially truncated cone shape without a step is attached, and a cable protection pipe 42 is attached to an outer 17-side protruding end of the branch pipe portion 45. You may try to connect. The branch pipe block 49 is manufactured in advance by molding the fitting block portion from concrete, resin concrete, or the like in a factory or the like and integrating it with the branch pipe portion. A branch path can be formed only by mounting the spare hole 20 in the opened space. After fitting the fitting block portion 47 formed by the step of the preliminary hole 20, the annular gap portion on the outer side of the side wall 14 is filled with an adhesive such as epoxy resin 50 or a water blocking agent to branch. The pipe block 49 may be fixed or water may be stopped. Also in the case of FIG. 7B, the cable L such as a communication line or a power line is pulled into the internal space 16 of the concrete housing 18, and wiring work such as accommodation, installation, connection, and branching is performed. After the wiring work is completed, the outside of the concrete housing 18 is filled with soil, and the upper part is closed with a lid. Since the coma member 22 that does not open the spare hole 20 is formed in a tapered shape in which the tapered side surface gradually increases from the inside to the outside, the coma embedded in the side wall 14 even when earth pressure or water pressure from the outside is applied. The closed state can be reliably maintained without the member 22 coming off.

なお、コマ部材22は、上記した実施形態の構造に限らない。例えば、コマ部材22は、コンクリート製筐体18の側壁14の内側から外側に向けて次第に断面が大きくなるテーパ状に形成されていればよく、例えば、角錐台形状、多角錐台形状、楕円錐台形状等、その他任意のテーパ側面を有した断面台形状の立体形状で形成されていてもよい。また、図8(a)に示すように、例えば、コマ部材22の止水材塗布部26は、段差部32の段差壁部38を含み第1テーパ側面と第2テーパ側面36に跨って設けられていてもよい。また、図8(b)~(f)に示すように、コマ部材22の段差部32の段差壁部38の断面形状は、例えば、中心軸に垂直な方向に直線状となる平面状(図8(b))、断面で傾斜した直線状となる傾斜平面状(図8(c))、断面円弧状に内部空間16側に向けて凸設された形状(図8(d))、断面三角形状に側壁の内側に向けて凸設された形状(図8(e))、断面円弧状に第2テーパ部30側に向けて凹設された形状(図8(f))等、その他任意の形状に設けられていてもよい。止水材塗布部26の止水材によるコマ部材22への接着力や止水、又はコマ部材を側壁から離脱させる際の簡便さ等に応じて、段差壁部の形状を設定することとしてもよい。 The coma member 22 is not limited to the structure of the above-described embodiment. For example, the coma member 22 may be formed in a tapered shape whose cross section gradually increases from the inside to the outside of the side wall 14 of the concrete housing 18, for example, a pyramid-shaped, polygonal frustum-shaped, or elliptical frustum. It may be formed in a three-dimensional shape having a cross-sectional trapezoidal shape having any other tapered side surface such as a trapezoidal shape. Further, as shown in FIG. 8A, for example, the water blocking material coating portion 26 of the coma member 22 is provided so as to straddle the first tapered side surface and the second tapered side surface 36 including the step wall portion 38 of the step portion 32. It may have been. Further, as shown in FIGS. 8 (b) to 8 (f), the cross-sectional shape of the step wall portion 38 of the step portion 32 of the coma member 22 is, for example, a planar shape (FIG.) that is linear in a direction perpendicular to the central axis. 8 (b)), an inclined flat surface (FIG. 8 (c)) that is a straight line inclined in cross section, a shape that is convex toward the internal space 16 side in a circular arc shape (FIG. 8 (d)), and a cross section. A triangular shape that is convex toward the inside of the side wall (FIG. 8 (e)), a shape that is concave in a cross-sectional arc shape toward the second tapered portion 30 side (FIG. 8 (f)), and the like. It may be provided in any shape. The shape of the stepped wall portion may be set according to the adhesive force of the waterproof material coating portion 26 to the coma member 22 and the water blocking property, or the convenience of detaching the coma member from the side wall. good.

次に、図9、図10を参照しつつ、本発明のケーブル設置・分岐用コンクリート製品の第2の実施形態について説明する。上記実施形態と同一部材には同一符号を付し、詳細な説明は省略する。本実施形態でもケーブル設置・分岐用コンクリート製品10-2は、上記実施形態同様に、コンクリート製筐体18と、コンクリート製筐体18の側壁14に設けられる予備孔20と、予備孔20を常時は閉鎖して側壁14の一部を成し必要に応じて離脱されるコマ部材22と、コマ部材22のテーパ側面に設けた剥離剤塗布部24と止水材塗布部26と、を備えている。本実施形態では、コンクリート製筐体18は、一方に長く形成された長方形状の底壁12と、該底壁12の対向する長辺から立設された側壁14と、を有するU字状ブロック48からなる。長手方向に対向する2個1対の側壁14の間に、一方に長い内部空間16が形成されている。U字状ブロック48は、長手方向に接続されて内部空間16を長手に接続させる。コンクリート製筐体18の内部空間16の開口された上部は、図示しない蓋で開閉可能に閉鎖される。 Next, a second embodiment of the concrete product for cable installation / branching of the present invention will be described with reference to FIGS. 9 and 10. The same members as those in the above embodiment are designated by the same reference numerals, and detailed description thereof will be omitted. Also in this embodiment, the concrete product 10-2 for cable installation / branching always has a concrete housing 18, a spare hole 20 provided in the side wall 14 of the concrete housing 18, and a spare hole 20 as in the above embodiment. Is provided with a coma member 22 that is closed to form a part of the side wall 14 and is detached as needed, and a release agent coating portion 24 and a waterproof material coating portion 26 provided on the tapered side surface of the coma member 22. There is. In the present embodiment, the concrete housing 18 is a U-shaped block having a rectangular bottom wall 12 formed long on one side and a side wall 14 erected from the opposite long sides of the bottom wall 12. It consists of 48. A long internal space 16 is formed on one side between two pairs of side walls 14 facing in the longitudinal direction. The U-shaped block 48 is connected in the longitudinal direction to connect the internal space 16 in the longitudinal direction. The open upper part of the internal space 16 of the concrete housing 18 is closed with a lid (not shown) so as to be openable and closable.

図9、図10に示すように、本実施形態では、側壁14に形成される予備孔20の形状、及び予備孔20に嵌合されるコマ部材22の形状は、側壁の長手方向に沿って長い形状となるように設けられている。コマ部材22は、例えば、側壁面に直交する縦断面では内部空間16側から外面側に向けて台形状に拡大し、側壁14の厚み方向に交差する面での断面形状が側壁の長手方向に沿って横長い横長丸錐台形状に設けられている。よって、コマ部材22は、内側端面35、外側端面37は略横長丸形状となっている。上記実施形態同様に、コマ部材22は、第1テーパ側面34を有する第1テーパ部28と、第2テーパ側面36を有する第2テーパ部30と、第1テーパ部28と第2テーパ部30との間に段差を形成する段差部32と、を含む。コマ部材22の縦断面形状、及びコマ部材22が埋設される側壁14の縦断面形状は、上記実施形態の図1と略同じ形状となる。剥離剤塗布部24は第1テーパ側面34と第2テーパ側面36の全面に設けられている。止水材塗布部26は、第1テーパ側面34の段差部32側近傍部分と段差部32の段差壁部34部分に周状に設けられている。本実施形態では、コマ部材22の外側端面37側には、横長方向に離隔して2個の連結孔40が穿穴されている。本実施形態でも、コンクリート製筐体18を型枠で成形する際には、予め製造された二次製品のコマ部材22に剥離塗布部24と止水材塗布部26を設けて、該コマ部材22に外型枠にピン部材で支持した状態で、型枠内にコンクリートを打設して、側壁14にコマ部材22を埋設させて一体的に形成される。本実施形態では、コマ部材22が横長く形成されているので、コマ部材22をハンマ等で打ち抜いて側壁14から離脱させると、側壁14には長手方向に沿って長い横長の予備孔20が開口される。該横長の予備孔20を形成させることにより、例えば、電力線のように径が大きく、曲げにくいケーブルを分岐する場合にも好適に利用できる。本実施形態でも上記実施形態同様に、コマ部材等に極めて弱い力が加わってもコマ部材が抜けて不意に予備孔20が開口されることなく閉鎖状態を保持できるとともにコマ部材22部分でも確実に止水することができるうえ、ケーブルを通線する必要がある際にはハンマ等による打撃によってコマ部材を比較的簡単に離脱させて側壁を貫通した予備孔を低労力かつ短時間で形成することができる。 As shown in FIGS. 9 and 10, in the present embodiment, the shape of the spare hole 20 formed in the side wall 14 and the shape of the coma member 22 fitted in the spare hole 20 are along the longitudinal direction of the side wall. It is provided so as to have a long shape. For example, in the vertical cross section orthogonal to the side wall surface, the coma member 22 expands in a trapezoidal shape from the internal space 16 side to the outer surface side, and the cross-sectional shape on the surface intersecting the thickness direction of the side wall 14 is in the longitudinal direction of the side wall. It is provided in the shape of a horizontally long horizontal round frustum along the line. Therefore, the coma member 22 has an inner end surface 35 and an outer end surface 37 having a substantially horizontally elongated round shape. Similar to the above embodiment, the coma member 22 has a first tapered portion 28 having a first tapered side surface 34, a second tapered portion 30 having a second tapered side surface 36, a first tapered portion 28, and a second tapered portion 30. Includes a step portion 32 that forms a step between the two. The vertical cross-sectional shape of the top member 22 and the vertical cross-sectional shape of the side wall 14 in which the top member 22 is embedded are substantially the same as those in FIG. 1 of the above embodiment. The release agent application portion 24 is provided on the entire surfaces of the first tapered side surface 34 and the second tapered side surface 36. The water blocking material coating portion 26 is provided in a circumferential shape on a portion near the step portion 32 side of the first tapered side surface 34 and a step wall portion 34 portion of the step portion 32. In the present embodiment, two connecting holes 40 are formed on the outer end surface 37 side of the top member 22 so as to be separated from each other in the horizontally long direction. Also in this embodiment, when the concrete housing 18 is formed by the formwork, the top member 22 of the secondary product manufactured in advance is provided with the peeling coating portion 24 and the waterproof material coating portion 26, and the top member is provided. In a state of being supported by a pin member on the outer formwork 22, concrete is cast in the formwork, and the coma member 22 is embedded in the side wall 14 to be integrally formed. In the present embodiment, the coma member 22 is formed horizontally long. Therefore, when the coma member 22 is punched out from the side wall 14 by a hammer or the like, the side wall 14 is opened with a horizontally long spare hole 20 long in the longitudinal direction. Will be done. By forming the horizontally long spare hole 20, for example, it can be suitably used when branching a cable having a large diameter and being difficult to bend, such as a power line. Also in the present embodiment, as in the above embodiment, even if an extremely weak force is applied to the top member or the like, the top member can be kept closed without suddenly opening the spare hole 20 and the top member 22 can be reliably maintained. In addition to being able to stop water, when it is necessary to pass a cable, the coma member should be relatively easily detached by hitting with a hammer or the like to form a spare hole penetrating the side wall with low labor and in a short time. Can be done.

以上説明した本発明のケーブル設置・分岐用コンクリート製品は、上記した実施形態のみの構成に限定されるものではなく、特許請求の範囲に記載した本発明の本質を逸脱しない範囲において、任意の改変を行ってもよい。 The concrete product for cable installation / branching of the present invention described above is not limited to the configuration of only the above-described embodiment, and is arbitrarily modified as long as it does not deviate from the essence of the present invention described in the claims. May be done.

本発明のケーブル設置・分岐用コンクリート製品は、例えば、マンホール、ハンドホール、フィンガーホール等の作業用ボックスやU字溝、ケーブルトラフ等の通信線や電力線等のケーブル類、電線類を内部に収容するコンクリート製品に好適に適用することができる。 The concrete product for cable installation / branching of the present invention contains, for example, work boxes such as manholes, handholes and fingerholes, communication lines such as U-shaped grooves and cable troughs, cables such as power lines, and electric wires. It can be suitably applied to concrete products to be used.

10 ケーブル設置・分岐用コンクリート製品
12 底壁
14 側壁
16 内部空間
18 コンクリート製筐体
20 予備孔
22 コマ部材
24 剥離剤塗布部
26 止水材塗布部
28 第1テーパ部
30 第2テーパ部
32 段差部
34 第1テーパ側面
36 第2テーパ側面
38 段差壁部
10 Concrete products for cable installation / branching 12 Bottom wall 14 Side wall 16 Internal space 18 Concrete housing 20 Spare hole 22 Top member 24 Release agent application part 26 Water stop material application part 28 1st taper part 30 2nd taper part 32 Step Part 34 1st tapered side surface 36 2nd tapered side surface 38 Stepped wall part

Claims (5)

底壁と該底壁から立設された側壁を有し、ケーブルを収容又は分岐する内部空間が形成されたコンクリート製筐体と、
側壁に設けられ常時は閉鎖されて側壁の一部を成し必要に応じて開口される予備孔と、
予備孔に嵌合しコンクリート製筐体の内部から側壁の外面に向けて台形状に拡大したコマ部材であり、テーパ側面を有して常時は予備孔を閉鎖して側壁の一部を成すコマ部材と、
コマ部材のテーパ側面に設けた剥離剤塗布部と、止水材塗布部と、を含むことを特徴とするケーブル設置・分岐用コンクリート製品。
A concrete housing having a bottom wall and a side wall erected from the bottom wall to form an internal space for accommodating or branching cables.
A spare hole provided on the side wall that is normally closed to form part of the side wall and is opened as needed.
A top member that fits into the spare hole and expands in a trapezoidal shape from the inside of the concrete housing toward the outer surface of the side wall. It has a tapered side surface and always closes the spare hole to form a part of the side wall. Members and
A concrete product for cable installation / branching, which includes a release agent coating portion provided on the tapered side surface of the top member and a waterproof material coating portion.
コマ部材は、コンクリート製筐体の内部から側壁の外面に向けて拡大するテーパ側面を有し側壁の外面側に向けて次第に断面が大きくなる第1テーパ部と、
コンクリート製筐体の側壁の厚み中間位置から側壁の外面に向けて拡大するテーパ側面を有し側壁の外面に向けて次第に断面が大きくなる第2テーパ部と、
第1テーパ部と第2テーパ部との接合部に介設され第1テーパ部と第2テーパ部間に段差を形成させる段差部と、を含むことを特徴とする請求項1記載のケーブル設置・分岐用コンクリート製品。
The coma member has a first tapered portion having a tapered side surface that expands from the inside of the concrete housing toward the outer surface of the side wall, and the cross section gradually increases toward the outer surface side of the side wall.
A second tapered portion having a tapered side surface that expands from the intermediate position of the thickness of the side wall of the concrete housing toward the outer surface of the side wall, and the cross section gradually increases toward the outer surface of the side wall.
The cable installation according to claim 1, further comprising a stepped portion interposed between the first tapered portion and the second tapered portion to form a stepped portion between the first tapered portion and the second tapered portion. -Concrete products for branching.
コマ部材のテーパ側面に設けた剥離剤塗布部と、止水材塗布部と、はそれぞれテーパ側面に周状に塗布されて成ることを特徴とする請求項1又は2記載のケーブル設置・分岐用コンクリート製品。 The cable installation / branching according to claim 1 or 2, wherein the release agent coating portion provided on the tapered side surface of the coma member and the waterproof material coating portion are coated on the tapered side surface in a circumferential shape, respectively. Concrete products. 止水材は、段差部の段差壁部及びその近傍にのみ周状に塗着されて、側壁の一部を成すコマ部材部分のコンクリート製筐体の内外を止水することを特徴とする請求項1ないし3のいずれかに記載のケーブル設置・分岐用コンクリート製品。 The claim is characterized in that the waterproof material is coated only on the stepped wall portion of the stepped portion and its vicinity in a circumferential shape to stop water inside and outside the concrete housing of the coma member portion forming a part of the side wall. The concrete product for cable installation / branching according to any one of Items 1 to 3. 側壁の予備孔にコマ部材を嵌合させたコンクリート製筐体は、
予め製造されたコンクリート二次製品のコマ部材であり、コンクリート製筐体の側壁の予備孔の取付位置に対応する位置に型枠で支持して配置されるコマ部材を含み、
型枠内にコンクリートを打設固化してコンクリート製筐体の側壁にコマ部材を一体化させてなることを特徴とする請求項1ないし4のいずれかに記載のケーブル設置・分岐用コンクリート製品。
The concrete housing in which the coma member is fitted into the spare hole on the side wall is
A coma member of a pre-manufactured secondary concrete product, including a coma member supported by a formwork at a position corresponding to a mounting position of a spare hole on a side wall of a concrete housing.
The concrete product for cable installation / branching according to any one of claims 1 to 4, wherein the concrete is cast and solidified in the formwork and the coma member is integrated with the side wall of the concrete housing.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004285568A (en) 2003-03-19 2004-10-14 Ooike Co Ltd Concrete block and its installation method
JP2004360401A (en) 2003-06-09 2004-12-24 Fuji Koatsu Concrete Kk Work box, knockout part forming method for work box and work box having this knockout part
JP2006353072A (en) 2005-06-16 2006-12-28 Takeshi Oe Hand hole and joint construction method

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11313433A (en) * 1998-04-28 1999-11-09 Ooike:Kk Concrete box for underground wiring, shielding member and manufacture of concrete box for the underground wiring
JP2005012978A (en) * 2003-06-23 2005-01-13 Fuji Koatsu Concrete Kk Structure for passing cable into working box, knock-out joint, and method of connecting the working box to pipe line after knocking out

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004285568A (en) 2003-03-19 2004-10-14 Ooike Co Ltd Concrete block and its installation method
JP2004360401A (en) 2003-06-09 2004-12-24 Fuji Koatsu Concrete Kk Work box, knockout part forming method for work box and work box having this knockout part
JP2006353072A (en) 2005-06-16 2006-12-28 Takeshi Oe Hand hole and joint construction method

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