JPH0993777A - Underground multi-purpose wire duct - Google Patents

Underground multi-purpose wire duct

Info

Publication number
JPH0993777A
JPH0993777A JP24892695A JP24892695A JPH0993777A JP H0993777 A JPH0993777 A JP H0993777A JP 24892695 A JP24892695 A JP 24892695A JP 24892695 A JP24892695 A JP 24892695A JP H0993777 A JPH0993777 A JP H0993777A
Authority
JP
Japan
Prior art keywords
precast concrete
concrete block
electric wire
pipes
longitudinal direction
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.)
Pending
Application number
JP24892695A
Other languages
Japanese (ja)
Inventor
Tadami Ikeda
忠美 池田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chiba Ceramic Industry Inc
Original Assignee
Chiba Ceramic Industry Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chiba Ceramic Industry Inc filed Critical Chiba Ceramic Industry Inc
Priority to JP24892695A priority Critical patent/JPH0993777A/en
Publication of JPH0993777A publication Critical patent/JPH0993777A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Abstract

PROBLEM TO BE SOLVED: To provide an underground multi-purpose wire duct wherein any cast-in-situ concrete is not required to make the workers therefor unnecessary, and wires can be underlaid immediately after its execution to make the reductions of the period and cost of its construction possible, and further, the wires to be passed through the duct are not damaged. SOLUTION: An underground multi-purpose wire duct comprising a precast concrete block 1 with a predetermined length in whose square section an adequate number of pipes 2 are embedded, wherein annular sealing grooves 3 for storing packings therein are so formed in end surfaces 1a of both the end portions present in the longitudinal direction of the block 1 that the end surfaces of the pipes 2 are covered with concretes in the end surfaces 1a.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、市街地等におけ
る電力線、電話ケーブルその他の電線を地下に埋設する
設備としての電線共同溝に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an electric wire common groove as a facility for burying electric power lines, telephone cables and other electric wires underground in urban areas.

【0002】[0002]

【従来の技術】市街地等における電線や電話ケーブルそ
の他の電線を地下に埋設して市街地の美観を向上し、ま
た、交通その他の支障を生じないようにする環境美化運
動が隆盛している。
2. Description of the Related Art An environment beautification movement is prospering in which electric wires in a city area, telephone cables and other electric wires are buried underground to improve the appearance of the city area and prevent traffic and other obstacles.

【0003】ところで従来、電線を地下に埋設する工事
は、地中溝を開削し、その地中溝内に金属管を適数本挿
入してこれらを現場打設によるコンクリートで固めると
ともに、その金属管内に電線を挿入することが行われて
いる。
By the way, conventionally, in the work of burying an electric wire underground, an underground trench is excavated, an appropriate number of metal pipes are inserted into the underground trench, and these are hardened with concrete by on-site casting. Inserting wires is being done.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、従来の
工事によれば、現場打設によるコンクリート工事は、現
場でコンクリート打設のために必要な型枠や諸機材及び
電線を挿通するための金属管を運送するとともに、コン
クリート打設要員等を必要として工事が大規模化し、ま
た、ミキサー車による生コンクリートの運搬が必要にな
る場合もあり、さらに、コンクリート打設後の養生が必
要となるために、工事期間が長くなり、交通の不便を来
す等の不具合があった。
However, according to the conventional construction, the concrete construction by pouring on-site is a metal pipe for inserting the formwork, various equipment and electric wires required for concrete pouring on the spot. In addition to transporting concrete, the construction work will be large-scale due to the need for concrete pouring personnel, etc., and it may be necessary to carry fresh concrete with a mixer truck, and further, curing after pouring concrete is required. , The construction period was long, and there were problems such as inconvenience of transportation.

【0005】さらに、金属管は一定の長さのものを継ぎ
足しながら所要長さを得るようにしているため、その継
目で管体の端面が完全に合致することなく、エッジが露
出することにより電線を傷つける等の不具合が生じるた
めに、管体のつなぎ部にカラー等を装着する必要性があ
り、そのカラーの必要性から生じるコスト上昇等の不都
合を生じていた。
Further, since the metal pipe is designed to obtain a required length by adding a fixed length of pipe, the end face of the pipe body is not completely matched at the joint, and the edge is exposed, whereby the electric wire is formed. Therefore, it is necessary to attach a collar or the like to the joint portion of the pipe body because of a problem such as damage to the pipe, which causes inconvenience such as cost increase caused by the necessity of the collar.

【0006】そこで、この発明は、上記事情に鑑みて、
コンクリートの現場打設の必要がなくて要員が不要とな
り、施工後直ちに電線を敷設でき、工事期間が短縮でき
てコストを低減することができるほか、挿通する電線を
損傷することのない電線共同溝を提供する。
Accordingly, the present invention has been made in view of the above circumstances,
There is no need to cast concrete on-site, no personnel are required, electric wires can be laid immediately after construction, the construction period can be shortened and costs can be reduced, and electric wire joint grooves that do not damage the inserted electric wires I will provide a.

【0007】[0007]

【課題を解決するための手段】この発明にかかる電線共
同溝は、方形の断面内に適宜数の管体を埋設した所定長
さのプレキャストコンクリートブロックからなり、該プ
レキャストコンクリートブロックの長手方向における両
端面に、パッキンを収容するシール溝が前記管体を包囲
して環状に形成されるとともに、前記管体の端面がコン
クリートにて被覆されていることを特徴とする。
The electric wire common groove according to the present invention comprises a precast concrete block having a predetermined length in which an appropriate number of pipes are embedded in a rectangular cross section, and both ends in the longitudinal direction of the precast concrete block. A seal groove for accommodating the packing is formed in a ring shape on the surface so as to surround the pipe body, and the end face of the pipe body is covered with concrete.

【0008】そして、前記管体の端面を被覆する部分
は、プレキャストコンクリートブロックの端面から後退
して埋め込まれた管体の端部内周面に向けて傾斜したコ
ンクリート生地のテーパー面からなり、また、前記プレ
キャストコンクリートブロックにはその両端部に開口す
る連結用孔が長手方向に貫通し穿設されていることを特
徴とする。
The portion covering the end face of the pipe body is formed of a taper surface of concrete cloth inclined toward the inner peripheral surface of the end portion of the pipe body which is recessed and retracted from the end face of the precast concrete block, and The precast concrete block is characterized in that connecting holes open at both ends thereof are formed so as to penetrate in the longitudinal direction.

【0009】上記構成により、複数のプレキャストコン
クリートブロックを地中溝内に長手方向で列設して所要
の長さに形成し、相対向するシール溝にパッキンを介在
させて各端面を突き合わせ、かつ、互いに連結用孔に連
結用具を挿通し緊締して適宜連結すると電線共同溝が完
成する。したがって、管体内に電線を挿通することによ
り地中に敷設できる。そして、管体の端面はコンクリー
トで被覆されているので、電線を挿通する場合に管体端
面のエッジに電線が引っ掛かり、損傷するのを防止す
る。
With the above construction, a plurality of precast concrete blocks are arranged in a line in the underground groove in the longitudinal direction so as to have a required length, and the end faces are abutted with each other with a packing interposed in the opposing sealing grooves, and The electric wire joint groove is completed by inserting the connecting tools into the connecting holes and tightening them to connect them appropriately. Therefore, it can be laid in the ground by inserting the electric wire into the pipe. Since the end surface of the tube is covered with concrete, the wire is prevented from being caught by the edge of the end surface of the tube when the wire is inserted.

【0010】[0010]

【発明の実施の形態】以下この発明の実施の形態を図に
基づき説明すると、図1及び図3〜6に示すように、断
面が正方形で所定長さのプレキャストコンクリート1の
断面内に電線を挿通する適宜数の管体2を埋設し、長手
方向における両端部の端面1aにゴム又は合成樹脂の環
状帯からなるパッキンを収容するシール溝3が環状に形
成されている。また、端面1aの略中央部に一対の連結
用孔4,4が長手方向に貫通し、さらに、一辺側に所定
深さのガイド穴5,5が穿設されている。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. As shown in FIGS. 1 and 3 to 6, an electric wire is provided in a cross section of a precast concrete 1 having a square cross section and a predetermined length. An appropriate number of pipes 2 to be inserted are buried, and a seal groove 3 for accommodating a packing made of an annular band of rubber or synthetic resin is formed annularly on the end faces 1a at both ends in the longitudinal direction. In addition, a pair of connecting holes 4 and 4 penetrate in the longitudinal direction in the substantially central portion of the end face 1a, and guide holes 5 and 5 having a predetermined depth are formed on one side.

【0011】連結用孔4は端面1a側で所定長さに拡径
され、複数個のプレキャストコンクリートブロック1を
長手方向で各端面1aを突き合わせて連設するとき、そ
れに挿通する連結用具の継手等を嵌合できる。ガイド穴
5は複数個のプレキャストコンクリートブロック1を長
手方向で各端面1aを突き合わせて連設するとき、その
一方のガイド穴5内に適宜の鋼棒等を挿入してその鋼棒
等を他方のガイド穴5に嵌合させることにより、各プレ
キャストコンクリートブロックが互いにずれないように
位置決めするために形成されている。
The connecting hole 4 is expanded to a predetermined length on the side of the end face 1a, and when a plurality of precast concrete blocks 1 are continuously installed by abutting the end faces 1a in the longitudinal direction, a joint or the like of a connecting tool to be inserted therethrough. Can be fitted. When a plurality of the precast concrete blocks 1 are continuously provided by abutting the end faces 1a in the longitudinal direction, the guide hole 5 is inserted into one guide hole 5 with an appropriate steel rod or the like, and the steel rod or the like is inserted into the guide hole 5. It is formed so that the precast concrete blocks can be positioned so as not to shift from each other by fitting the precast concrete blocks into the guide holes 5.

【0012】プレキャストコンクリートブロック1は、
予め上部と両端部が開口した溝形の型枠を作成し、その
型枠内に適宜本数の管体2を長手方向で上下左右方向へ
適宜列で配置し、それら管体2の端部を配筋6,6で囲
繞して固定するとともに、連結用孔4を形成するために
2本のロッド等を略中央部に対角線方向で配置し、か
つ、型枠の両端部に端部形成用型枠を配置した後、生コ
ンクリートを型枠内に注入することにより形成される。
管体2は鋼管等の金属管又は合成樹脂等の非金属管から
なる。連結用孔4を形成したロッド等は成形後に抜き取
られる。
The precast concrete block 1 is
A groove-shaped mold whose upper portion and both ends are opened in advance is prepared, and an appropriate number of pipes 2 are arranged in appropriate rows in the longitudinal direction in the vertical direction in the mold, and the ends of the pipes 2 are arranged. In order to form the connecting hole 4, two rods, etc. are arranged in a diagonal direction in a substantially central portion while being surrounded and fixed by the reinforcing bars 6 and 6, and for forming end portions at both ends of the formwork. After arranging the formwork, it is formed by pouring fresh concrete into the formwork.
The tube body 2 is made of a metal tube such as a steel tube or a non-metal tube such as a synthetic resin. The rod or the like having the connecting hole 4 formed therein is extracted after molding.

【0013】端部形成用型枠は、プレキャストコンクリ
ートブロック1の端部において、シール溝3を形成する
突起部を有するとともに、端面1aから各管体2の端面
2aに掛けて内方へ傾斜したテーパー面7を形成できる
円錐形の突起部を有する。この突起部の端部は管体2内
に挿入される。したがって、図7に示すように、管体2
の端面2aはコンクリート生地にて被覆され、管体2の
端面2aのエッジが露出しないようになっている。
The end forming mold has a projection for forming a seal groove 3 at the end of the precast concrete block 1 and is hung inward from the end face 1a to the end face 2a of each pipe body 2. It has a conical protrusion that can form a tapered surface 7. The ends of the protrusions are inserted into the tubular body 2. Therefore, as shown in FIG.
The end surface 2a is covered with concrete cloth so that the edge of the end surface 2a of the tubular body 2 is not exposed.

【0014】連結用孔4に挿通する連結用具は、例えば
両端部にねじ部を刻設したタイロッドが用いられる。こ
のタイロッドは所定の長さを有し、その両端部に継手と
してのカラーを介し互いに連結して所要の長さを得るこ
とができる。所要長さにしたタイロッドの両端部にはワ
ッシャー等を装着してナットで締結することにより、挿
通させたプレキャストコンクリートブロック1を緊締す
る。なお、タイロッドに代え、PC鋼線を連結用孔4に
挿通して各ブロックを緊締することとしてもよい。
As the connecting tool to be inserted into the connecting hole 4, for example, a tie rod having threaded portions at both ends is used. The tie rods have a predetermined length, and can be connected to each other via collars as joints at both ends to obtain a required length. The precast concrete block 1 that has been inserted is tightened by attaching washers or the like to both ends of the tie rod having the required length and fastening with a nut. Instead of the tie rod, a PC steel wire may be inserted into the connecting hole 4 to tighten each block.

【0015】なお、管体2の配置は、図1に示すよう
に、断面を正方形としたプレキャストコンクリートブロ
ック1の断面内に9本の管体2を上下及び左右方向でそ
れぞれ3段に等間隔で配置し、又は、図2に示すよう
に、断面を矩形としたプレキャストコンクリートブロッ
ク1aの断面内に6本の管体2を上下2段に配置して構
成してもよい。プレキャストコンクリートブロック1a
は長辺部を地中溝の底に載置するか、若しくは短辺部を
地中溝の底に載置するかは自由である。
As shown in FIG. 1, the tubular bodies 2 are arranged such that nine tubular bodies 2 are vertically and horizontally arranged in three steps at equal intervals in the cross section of a precast concrete block 1 having a square cross section. Alternatively, as shown in FIG. 2, the six pipe bodies 2 may be arranged in two stages in the vertical direction within the cross section of the precast concrete block 1a having a rectangular cross section. Precast concrete block 1a
Is free to place the long side on the bottom of the trench or the short side on the bottom of the trench.

【0016】さらに、プレキャストコンクリートブロッ
ク1,1aの一側面に吊り下げ用のアイボルト等を捩込
むためのインサート8を埋め込み形成しておくことによ
り、これにアイボルト等の適宜の吊支用部材を連結し、
プレキャストコンクリートブロック1,1aの運搬に際
して、クレーン等にて吊り下げ容易にする。
Furthermore, an insert 8 for screwing an eyebolt for hanging is embedded and formed on one side surface of the precast concrete blocks 1, 1a, so that an appropriate hanging member such as an eyebolt is connected to this. Then
When transporting the precast concrete blocks 1 and 1a, make it easy to hang them with a crane.

【0017】したがって、上記プレキャストコンクリー
トブロック1又は1aの複数個を長手方向で地中溝の底
に敷き並べ、シール溝3内にパッキンを嵌合しながら各
端面を突き合わせて、連結用孔4内にタイロッド等の連
結用具を挿通して各ブロックをまとめて緊締することに
より、所要長さの電線共同溝を得ることができる。した
がって、互いに連通する管体2内にそれぞれ電線を挿通
して収納することができる。
Therefore, a plurality of the precast concrete blocks 1 or 1a are laid side by side in the longitudinal direction at the bottom of the underground groove, and the end faces are abutted while the packing is fitted in the seal groove 3, and the end faces are brought into the connecting hole 4. By inserting a connecting tool such as a tie rod and tightening the blocks together, a wire common groove having a required length can be obtained. Therefore, the electric wires can be inserted and housed in the tube bodies 2 communicating with each other.

【0018】[0018]

【発明の効果】以上説明したこの発明によれば、電線を
挿通する管体を有するプレキャストコンクリートブロッ
クとしたので、コンクリートの現場打設の必要がなくて
要員が不要となり、施工後直ちに電線を敷設でき、工事
期間が短縮できてコストを低減できるほか、管体の端面
が被覆されているので、管体を挿通すべき電線をエッジ
で損傷することがない。
According to the present invention described above, since the precast concrete block has the pipe body through which the electric wire is inserted, it is not necessary to place the concrete on site, no personnel are required, and the electric wire is laid immediately after the construction. In addition, the construction period can be shortened, the cost can be reduced, and since the end surface of the pipe body is covered, the electric wire which should be inserted through the pipe body is not damaged by the edge.

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

【図1】この発明の実施の形態を示す正面図FIG. 1 is a front view showing an embodiment of the present invention.

【図2】他の実施の形態を示す正面図FIG. 2 is a front view showing another embodiment.

【図3】図1の側面図FIG. 3 is a side view of FIG. 1;

【図4】図1のa−a断面図4 is a sectional view taken along the line aa of FIG.

【図5】図1のb−b断面図5 is a sectional view taken along line bb of FIG.

【図6】図3のc−c断面図6 is a sectional view taken along line c-c of FIG.

【図7】図4のA部拡大図FIG. 7 is an enlarged view of part A of FIG.

【符号の説明】[Explanation of symbols]

1,1a…プレキャストコンクリートブロック 1a,2a…端面 2…管体 3…シール溝 4…連結用孔 5…ガイド穴 6…配筋 7…テーパー面 8…インサート 1, 1a ... Precast concrete block 1a, 2a ... End surface 2 ... Tubular body 3 ... Seal groove 4 ... Connection hole 5 ... Guide hole 6 ... Bar arrangement 7 ... Tapered surface 8 ... Insert

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 方形の断面内に適宜数の管体を埋設した
所定長さのプレキャストコンクリートブロックからな
り、該プレキャストコンクリートブロックの長手方向に
おける両端面に、パッキンを収容するシール溝が前記管
体を包囲して環状に形成されるとともに、前記管体の端
面がコンクリートにて被覆されていることを特徴とする
電線共同溝。
1. A precast concrete block having a predetermined length in which an appropriate number of pipes are embedded in a rectangular cross section, and seal pipes for accommodating packings are provided on both end faces in the longitudinal direction of the precast concrete block. An electric wire common groove, characterized in that it is formed in an annular shape so as to surround the tube and the end surface of the tubular body is covered with concrete.
【請求項2】 前記管体の端面を被覆する部分は、プレ
キャストコンクリートブロックの端面から後退して埋め
込まれた管体の端部内周面に向けて傾斜したコンクリー
ト生地のテーパー面からなることを特徴とする請求項1
記載の電線共同溝。
2. A portion for covering the end face of the pipe body is formed by a taper surface of concrete material inclined toward the inner peripheral surface of the end portion of the pipe body which is recessed and embedded from the end face of the precast concrete block. Claim 1
The electric wire joint groove described.
【請求項3】 前記プレキャストコンクリートブロック
にはその両端部に開口する連結用孔が長手方向に貫通し
穿設されていることを特徴とする請求項1記載の電線共
同溝。
3. The electric wire common groove according to claim 1, wherein the precast concrete block is provided with connecting holes open at both ends thereof so as to penetrate in the longitudinal direction.
JP24892695A 1995-09-27 1995-09-27 Underground multi-purpose wire duct Pending JPH0993777A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24892695A JPH0993777A (en) 1995-09-27 1995-09-27 Underground multi-purpose wire duct

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24892695A JPH0993777A (en) 1995-09-27 1995-09-27 Underground multi-purpose wire duct

Publications (1)

Publication Number Publication Date
JPH0993777A true JPH0993777A (en) 1997-04-04

Family

ID=17185479

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24892695A Pending JPH0993777A (en) 1995-09-27 1995-09-27 Underground multi-purpose wire duct

Country Status (1)

Country Link
JP (1) JPH0993777A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102359123A (en) * 2011-07-21 2012-02-22 济南城建集团有限公司 Cast-in-place concrete cable conduit construction method
CN103326279A (en) * 2013-07-18 2013-09-25 国家电网公司 Cable duct bank construction device and method
JP2016142125A (en) * 2015-02-04 2016-08-08 尚栄 浅野 Seawater using marine industrial facility construction structure
CN106129923A (en) * 2016-08-30 2016-11-16 江苏中天科技股份有限公司 A kind of porous nylon enhancement mode hollow FRP cable boundling protection pipe

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102359123A (en) * 2011-07-21 2012-02-22 济南城建集团有限公司 Cast-in-place concrete cable conduit construction method
CN103326279A (en) * 2013-07-18 2013-09-25 国家电网公司 Cable duct bank construction device and method
JP2016142125A (en) * 2015-02-04 2016-08-08 尚栄 浅野 Seawater using marine industrial facility construction structure
CN106129923A (en) * 2016-08-30 2016-11-16 江苏中天科技股份有限公司 A kind of porous nylon enhancement mode hollow FRP cable boundling protection pipe

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