JPS6168997A - Underground common duct - Google Patents

Underground common duct

Info

Publication number
JPS6168997A
JPS6168997A JP59191053A JP19105384A JPS6168997A JP S6168997 A JPS6168997 A JP S6168997A JP 59191053 A JP59191053 A JP 59191053A JP 19105384 A JP19105384 A JP 19105384A JP S6168997 A JPS6168997 A JP S6168997A
Authority
JP
Japan
Prior art keywords
pipes
section
conduit
circular cross
pipe
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.)
Granted
Application number
JP59191053A
Other languages
Japanese (ja)
Other versions
JPH0472013B2 (en
Inventor
榮一 田代
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.)
TASHIRO PLANT KK
Original Assignee
TASHIRO PLANT KK
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=16268105&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JPS6168997(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by TASHIRO PLANT KK filed Critical TASHIRO PLANT KK
Priority to JP59191053A priority Critical patent/JPS6168997A/en
Publication of JPS6168997A publication Critical patent/JPS6168997A/en
Publication of JPH0472013B2 publication Critical patent/JPH0472013B2/ja
Granted 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

Landscapes

  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 発明の目的 プルや、水道管、ガス管、下水道管、地域暖房用温水管
等の複数個の管路を収容する地中共同管路に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an underground communal pipe that accommodates a plurality of pipes such as pull pipes, water pipes, gas pipes, sewer pipes, and hot water pipes for district heating.

0従来の技術 路上よりオープンカット工法でjl工されるIIJT而
四角面状の地中共同溝が公知である。
0. Conventional technology A rectangular underground common ditch constructed using the open cut construction method above the road is known.

0発明がノラ¥決しJ:5とする問題点従来方式の共同
溝においてに、完成している道路の地下に施工するvc
碌し、オープン工法であるため道路を破壊し地中共同溝
完成後に再び道路を復旧する必要がるシ瑚エコストが増
大する欠点がある。
0 Invention is free of charge J: 5 Problems VC is constructed underground of a completed road in a conventional communal ditch.
However, since it is an open construction method, it has the disadvantage of increasing the cost of destroying the road and restoring it again after the underground common ditch is completed.

ま之、最近ス盆運搬車の檀那に伴う道路土圧の増大に対
し、断面四角形状の地中共同i4ではその溝壁の強五を
増加させねばならない欠点を有している。
However, in response to the increase in road earth pressure caused by the use of modern tray transport vehicles, the underground I4, which has a rectangular cross section, has the disadvantage of having to increase the strength of its trench walls.

発明の借成 O問題点全解決するための手段 本願特定発明にもとづいて、適宜の同温で設けた対向す
る竪状間を、埋管工法などのシールド工法でl1二可能
な円)方面雪詳で接りとして連通し、該円萌面管群内t
、パイプ、ケーブル尋の′!二線路。
Borrowing of the InventionO Means for Solving All ProblemsBased on the specified invention of the present application, opposing vertical spaces provided at the same temperature can be constructed using a shield construction method such as a buried pipe construction method. It communicates as a joint in the details, and within the group of circular surface tubes.
, pipes, cables! Two tracks.

管路等と収容するための複数」の1亀室に区分する。It is divided into multiple chambers for accommodating pipes, etc.

本よ頂く2項の発明にもとづいて、前記円断面管群の中
間部に円断面管の局面に隣接する分岐会所を設け、該分
岐会所と前記円断面g円のυ数11の管路室の少くとも
一部と連通させる。
Based on the present invention in Item 2, a branching chamber adjacent to the curve of the circular section tube is provided in the intermediate part of the group of circular section tubes, and the branching chamber and the conduit chamber having a υ number of 11 and having a circular cross section g circle are provided. communicate with at least a portion of.

発明の作用 複数個の円断面管群(1(支)は竪坑il+を介して連
接されて連続し、横任四、垂工任(旬等で複献1aに区
分され、複数個の管路室を円断面管群内に2講成して、
地中共同管路を完成する。
Effect of the Invention A plurality of circular cross-section pipe groups (1 (branch) are connected and continuous via a shaft il+, and are divided into multiple pipes 1a by Yokonin 4 and Tarikonin (Jun etc.), and a plurality of pipes Two chambers are constructed within the circular section tube group,
Completion of underground common conduit.

各ビル等へ引込まれるべきケーブル、雪路に、竪状(1
)内で分岐し、孔(6)、マンホール(2)、遮板tz
rの孔t、a(yt通して引き出される。
Cables to be led to each building, etc., are placed vertically (1
), branching within hole (6), manhole (2), shielding plate tz
It is pulled out through holes t and a (yt) in r.

本、λ傷2項の発明においては1分岐会所J41付設し
て竪坑1+l fi1間の中間部すも分岐してケーブル
、管路?引き出し可能とする。
In the invention of Section 2 of λ damage, 1 branch office J41 is attached, and the intermediate part between shaft 1 + l fi 1 is also branched, and cables and pipes are connected. Make it possible to withdraw.

竪坑(lに、地上、、c!Iオープンカット方式で現場
施工した鉄jAコンクリート製の箱であり、工か完了後
に頂伍(ia) k形成して占封状態とする。頂壁(1
a)には、マンホールf幻が長1゛1Jさ九るが、シ1
013)tふさぐ週板i3+”k吹付ける。竪坑(1)
な1円bIr面qのシールド施工を行なって十分な空間
?Mする形状、容積とする。また、ガス′が、水厘j等
のパイプや電力家、電話線等の電線グーグル?引出f 
Ycめの孔(51に%’1坑ill 17)側U(lb
)の上どi5項41ia)’設ける。
The shaft is an iron/concrete box constructed on site using the open cut method, and after the construction is completed, the top wall (ia) will be formed and kept in an occupied state.Top wall (1)
In a), the manhole f is 1゛1J long, but the
013) t Blocking week board i3+”k Spraying. Pit (1)
Is there enough space to construct a shield for 1 yen bIr surface q? The shape and volume are M. Also, does gas ' Google pipes such as water pipes, electric power houses, electric wires such as telephone lines? drawer f
Yc hole (51%'1 well 17) side U (lb
) above i5 term 41ia)' is provided.

対向する竪状fil fi1間を円断面管群内で蒋成す
る俣TLT:連通する1円1・A面雪詳1t(1汀7−
ルト°工法(ルドエ法の下水道用として広く用いられて
いるところの、レジンコンクリート管、ヒユーム”8%
鋳鉄管等を用い、コスト低減taかる。収容するケーブ
ル、管路に応じて所望される管路室の畝お工び断面が多
様でろるので5mφ、3mφリング状の鋳鉄管の大径の
ものから20amφ、 10mφバイブ状のヒユーム雪
の小径のもの等、I径、長さ、材質?適宜週択して用い
りるものである。
Mata TLT that connects opposing vertical fil fi1 in a group of circular cross-section tubes: 1 yen 1 A side snow detail 1 t (1 7-
Ruto ° construction method (resin concrete pipe widely used for sewerage using the Ruto method, 8%
By using cast iron pipes, etc., costs can be reduced. Depending on the cables and conduits to be accommodated, the desired ridged cross-section of the conduit chamber varies, so we range from the large diameter of 5mφ and 3mφ ring-shaped cast iron pipes to the small diameter of 20amφ and 10mφ vibe-shaped pipes. I diameter, length, material etc.? These are selected and used as appropriate.

竪坑(1)ノ側壁+tb)VCH,円断面管+1ll−
挿入丁ル(Iζ〕 ための管孔(9)を設ける。円断面管群11o1の完成
改に((c〕 は、両端の円断面曾111と管孔間との間隙?セメント
等で塞ぎ円断面管群(101お工び竪坑[11k大地に
対し田封状態とする。
Shaft (1) side wall + tb) VCH, circular section pipe + 1ll-
A pipe hole (9) is provided for the insertion hole (Iζ). When the circular cross section tube group 11o1 is completed, ((c) is the gap between the circular cross section hole 111 at both ends and the tube hole? Close it with cement etc. Group of cross-sectional pipes (101 built shafts [11k ground sealed in condition).

円断面管群1IO1内のチューブ状空間?、円断面管1
111 VC挿入した仕f/J舌yj、(1勾にエフ、
複数個の管路室A、B、C,D・・を形成する。
Tubular space inside circular section tube group 1IO1? , circular section tube 1
111 VC inserted part f/J tongue yj, (F in 1st grade,
A plurality of conduit chambers A, B, C, D, etc. are formed.

−さrL密封状態に近い部屋とすることもできるが、第
4図に示す〕2実施例のごとく、横杆(す、垂直杆(j
l、連結水平杆(/31の組合わせに=り格子状枠組で
仕りシ、横杆(タフ上にケーブル、管路等を固定しても
工い、また、支持板(刈、仕切板tze k追刀口して
も工い、要するVC,収容するケーブル、管路を。
-SrLAlthough it is possible to create a room that is close to a sealed state, as in the second embodiment shown in FIG.
l, Connecting horizontal rods (/31 combination = lattice-like framework), horizontal rods (can also be used to fix cables, conduits, etc. on the toughs, support plates (cutting, partition plates, etc.) Even at the entrance, the required VC, cables and conduits to accommodate were constructed.

種別毎に区分して支分できる。9.I漬でられば工く、
特別の場合tのぞき、各管路室A、B・・・?互いに當
封状、召に隔離すること全必要とするものでにない。
You can divide and pay by type. 9. If I can pickle it, I'll work on it.
Except for special cases, each conduit room A, B...? There is no need for them to be separated from each other.

次T/c、第5図に示す箔3大施F1においてに、仕切
手段・1′4を、径の異なる同心円の管(例えば、FR
P製管) +20A)(20Bl(20C)と仕切杆(
,1!1とで怜I収し、嘉一群の管路室A l + A
2・・・と、第二群の管路室B1+B2・・・と、第三
群の管路室C1+C2・・とt同心配コするものr、同
心で径のX、するFRP i −、J +2OA) +
20B) +2oC)と仕切杆四とで円hyr面管群(
10)内2区分するものである。
Next T/c, in F1 shown in Fig. 5, the partition means 1'4 is connected to concentric tubes with different diameters (for example, FR
P pipe) +20A) (20Bl (20C) and partition rod (
, 1! 1 and the conduit room A l + A of the Kaichi group.
2..., the conduit chambers B1+B2... of the second group, and the conduit chambers C1+C2... of the third group, are concentric with r, and are concentric with diameter X, FRP i -, J +2OA) +
20B) +2oC) and the partition rod 4 form a circle hyr plane tube group (
10) are divided into two categories.

それぞれの円断面前(1]J内に挿入したFRP製’!
? 201の端縁t、隣狼する円断面管群洞内のFRP
裂管渕の端縁と接iすることVcエク、各群の管路室I
 A、 。
In front of each circular section (1) Made of FRP inserted into J!
? 201 edge t, FRP in the adjacent circular section tube group cave
Contact with the edge of the fissure canal edge, Vc Ex, canal chamber I of each group
A.

A2・・・)(Bl、B2・・) (C1lC2・・・
)と円断面’!ニアi1り内壁との間全互いVc留封状
態とすることができる。
A2...) (Bl, B2...) (C1lC2...
) and circular section'! It is possible to maintain a Vc sealed state between the near i1 and the inner wall.

この場合、外周諒11のら3三群の管路室(C1、C2
・・・)を、各ビル、各家屋等への11IIIfr記線
巳・2用の技保とし、中心fil1分岐?必要としない
直通用の木、線として、ガス管、電力通等を収容すると
1同断面管(IIIVc隣接させた分岐会所041を通
しての個別引込みが′4易となり好都合である。また、
大任の円断面管g+12用いるときに中心部を保守用の
通路とすることもできる◎ 径の異なるFRP fi管2111vcついて、その径
を1同断面官flll’i−・1.;成するところの一
収量産品のコンクリートパイプ、釣管の基準内径寸法疋
りや中小なる寸法とし、各11寸法のコンクリートパイ
プ等の内儀寸法に対応した規格品を用意してふ・くと便
利である。
In this case, three groups of conduit chambers (C1, C2
...) as the technical support for 11IIIfr Kisenmi/2 to each building, each house, etc., and the central fil1 branch? It is convenient to accommodate gas pipes, electric power lines, etc. as unnecessary direct pipes and wires, making it easy to draw them in individually through one branch pipe 041 adjacent to the same cross-section pipe (IIIVc).
When using Dainin's circular section pipe g+12, the center can be used as a passage for maintenance. ◎ For FRP fi pipes 2111vc with different diameters, the diameter can be changed to 1. It is convenient to prepare standard products that correspond to the inner dimensions of concrete pipes and fishing pipes that are mass-produced in one go, as well as medium and small dimensions. be.

配縁、配管にあたっては、夷6図して示すごとく、竪状
11.1エク各家屋、店、ビル内へ孔(5)ニジ尋人す
るが1内断面雷群IIQIの中間にビル等を位置しクー
プル、管路(PI t−引出す必要が生じると1分岐会
所1J4J?付設する。分岐会所a4は分岐、引出しを
必要とする管路の分岐、引出し作条が可能な空間、形状
?!i保した大きさでらることに力量である。
For wiring and piping, as shown in Figure 6, a vertical hole (5) is inserted into each house, store, or building, but a building, etc. is installed in the middle of the inner cross section IIQI. If there is a need to draw out a couple of pipes and pipes (PI t-), a branch office 1J4J? will be added. Branch office A4 is a space and shape that allows for the branching and drawing out of pipes that require branching and drawing. It takes a lot of skill to be able to maintain the same size.

分岐会WrII荀に、現場打ちコンクリートまたは所定
形状VC製作されたコンクリート二次製品を埋設するこ
とに=り製作し、専大孔四に対問する引出(λI〕 孔強を円断面管(10にダイヤモンドカッター等Vc工
り形成する。孔四にマンホールO〜と連接してビル鼠と
連通アバd十分である。−接するg暗室を通過させてク
ープル、f j(1’M k引き出丁ことにLり複式個
の゛U路暗室B・・・からのケーブル、管路ヂ)を分岐
会所Iへ導くことができる。′!た1分岐会所は円断面
管(Iυの局面のi所(例えば、上面、側面ンVc隣接
させることができる。
It is made by burying cast-in-place concrete or a concrete secondary product manufactured by predetermined shape VC in the branch meeting WrII tunnel, and a drawer (λI) that intersects with the special large hole 4 and a circular section pipe (10 Make a Vc cut using a diamond cutter, etc. Connect the manhole O to hole 4 and connect it with the building rat. It is possible to guide L multiple cables and conduits from the darkroom B... to the branch I.'!The first branch is a circular section pipe (i position (of the plane of Iυ)). For example, the upper surface and the side surface can be adjacent to Vc.

なお、管路室(A、B、C)まy’cfl +CI、C
2”・) カ互いVc密封状、−のときに、分岐会所α
41複数個の管路室Vc連通させ、そ九ぞ九の管路室エ
フ分岐会所へ必要なケーブル、管路(P)’に分岐させ
て地中共同管路の完成後におけるビル等への個P1r配
退、B己管      、jの追加を容易Vcする。
In addition, the conduit room (A, B, C) may'cfl +CI, C
2"・) When Vc is sealed to each other, when -, branch chamber α
41 Connect multiple conduit rooms Vc, and connect necessary cables to the conduit room F branch office in No. 9 and 9, and branch them to conduit (P)' to connect buildings, etc. after completion of the underground common conduit. P1r is removed, B is controlled, and j is easily added to Vc.

発明の効果 (1)  従来法はその施工がオープンカット工法でら
で゛ るが本発明にシールド工法?採用するので、道へ 路の掘り起し、埋め戻し、路面の復旧など諸二蛋が不要
となる。
Effects of the invention (1) The conventional method uses an open cut construction method, but the present invention uses a shield construction method? Since this method is adopted, there is no need for digging, backfilling, and restoring the road surface.

(2)  円形断面は従来の四角形状断面に比べて外圧
イ1゛ (すなわち土庄)に対し肉a薄くてもほえられ八 角の橢強も不要である。すなわち、本発明は従来の方式
に比べて強度的にも優れている。
(2) Compared to the conventional rectangular cross section, the circular cross section is able to withstand external pressure 1゛ (that is, the pressure) even if it is thin, and does not require the strength of an octagonal cross section. That is, the present invention is superior in strength to conventional systems.

(3)  本発明の方法でに、レジンコンクリート管、
ヒユーム管、鋳鉄音など工場生産品を使用できるので経
冴的、技術的に極めて有利でるシ%また、施工の工期を
短縮でき、地中共同管路tきわめて安価に提供できる。
(3) In the method of the present invention, a resin concrete pipe,
Since it is possible to use factory-produced products such as pipes and cast iron pipes, it is economically and technically advantageous.In addition, the construction period can be shortened, and underground common pipes can be provided at an extremely low cost.

(4)  シールド工法のための型孔?介して円断面管
群が連続するものであるから、整孔を利用してクープル
、管路の分岐が容易で6シ、市街地の地中管路において
ビル、家屋等への個所配線、配管を容易にする。
(4) Form hole for shield method? Since the group of circular cross-section pipes is continuous through the pipe, it is easy to branch out the pipes by using hole preparation, and it is easy to connect underground pipes in urban areas to buildings, houses, etc. make it easier.

(5) 本願第2項発明においてに、分岐会所を所望の
l1fA所VC設けることにニジ、整孔間の適宜個所ニ
ジも配線、配管の分岐2行なりことができ、市街地の配
線、配管を伴う地中共同管路の利用効果を高めるもので
ある。
(5) In the invention of Paragraph 2 of the present application, in addition to providing a branch office at a desired l1fA location VC, wiring and piping can be branched into two lines at appropriate locations between hole preparations, and wiring and piping in urban areas can be This will enhance the effectiveness of the underground joint pipes.

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

@1図は本発明を実施した地中管路の横断面図。 第2図は第1図S■−8II線にLる縦断面図、第3図
は第1@5ff(−5IIl線によるh1所面図である
。 第4図は仕切手段の第2実施例を示す縦断面図、第51
2Aは同じく第3英施例を示す縦断面図である。 (1)・・・・・・竪状 叫・・・・・・円断面管群 (川・・・・・・円断面管 teXO・・・・・・仕切手段 ■・・・・・・分岐会所
@Figure 1 is a cross-sectional view of an underground pipeline in which the present invention is implemented. Fig. 2 is a vertical cross-sectional view taken along line S-8II in Fig. 1, and Fig. 3 is a view taken from h1 at line 1@5ff (-5IIl). Fig. 4 is a second embodiment of the partitioning means. 51st longitudinal cross-sectional view showing
2A is a vertical cross-sectional view showing the third embodiment. (1) Vertical pipes...Circular section tube group (River...Circular section tube teXO...Partitioning means■...Branch Kaisho

Claims (1)

【特許請求の範囲】 第1項 適宜の間隔で複数個の堅坑を設け、隣接する堅坑間を、
シールド工法で施工可能な円断面管群で接続し、前記円
断面管内を、パイプ、ケーブル等の管路、電線路を収容
するための複数個の管路室に区分したことを特徴とする
地中共同管路。 第2項 適宜の間隔で複数個の堅坑を設け、隣接する前記堅坑間
を、シールド工法で施工可能な円断面管群で接続し、前
記円断面管内を、パイプ、ケーブル等の管路、電線路を
収容するための複数個の管路室に区分し、前記円断面管
の外周面に隣接する分岐会所を設け、該分岐会所を円断
面管円の複数個の管路室の少くとも一部と連通させたこ
とを特徴とする地中共同管路。
[Claims] Paragraph 1: A plurality of hard shafts are provided at appropriate intervals, and the distance between adjacent hard shafts is
A ground connected by a group of circular cross-section pipes that can be constructed using a shield construction method, and the inside of the circular cross-section pipes is divided into a plurality of conduit chambers for accommodating conduits such as pipes and cables, and electric lines. China joint conduit. Section 2: Provide a plurality of well shafts at appropriate intervals, connect the adjacent well shafts with a group of circular cross-section pipes that can be constructed using the shield method, and connect the inside of the circular cross-section pipes with conduits such as pipes and cables. , the pipe is divided into a plurality of conduit chambers for accommodating electric lines, a branch chamber is provided adjacent to the outer peripheral surface of the circular section tube, and the branch chamber is divided into a plurality of conduit chambers of the circular cross section tube. An underground common conduit characterized by being connected to a part of the pipe.
JP59191053A 1984-09-12 1984-09-12 Underground common duct Granted JPS6168997A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59191053A JPS6168997A (en) 1984-09-12 1984-09-12 Underground common duct

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59191053A JPS6168997A (en) 1984-09-12 1984-09-12 Underground common duct

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP3238622A Division JP2521598B2 (en) 1991-08-26 1991-06-13 Construction method of underground joint pipeline and underground joint pipeline

Publications (2)

Publication Number Publication Date
JPS6168997A true JPS6168997A (en) 1986-04-09
JPH0472013B2 JPH0472013B2 (en) 1992-11-17

Family

ID=16268105

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59191053A Granted JPS6168997A (en) 1984-09-12 1984-09-12 Underground common duct

Country Status (1)

Country Link
JP (1) JPS6168997A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01133515A (en) * 1987-11-17 1989-05-25 Sumitomo Electric Ind Ltd Sub-duct for optical cable and power line installed in juxtaposition
JPH02164215A (en) * 1988-12-19 1990-06-25 Sumitomo Electric Ind Ltd Co-arrangement for housing optical cable and power cable
CN103291316A (en) * 2013-06-14 2013-09-11 中国水电顾问集团成都勘测设计研究院 Large-scale underground cavern group arrangement design method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5119695U (en) * 1974-07-30 1976-02-13
JPS5924482U (en) * 1982-08-07 1984-02-15 日本ゼニスパイプ株式会社 Arch-shaped culvert for mounting on manholes

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5924482B2 (en) * 1976-11-15 1984-06-09 株式会社東芝 butsing

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5119695U (en) * 1974-07-30 1976-02-13
JPS5924482U (en) * 1982-08-07 1984-02-15 日本ゼニスパイプ株式会社 Arch-shaped culvert for mounting on manholes

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01133515A (en) * 1987-11-17 1989-05-25 Sumitomo Electric Ind Ltd Sub-duct for optical cable and power line installed in juxtaposition
JPH02164215A (en) * 1988-12-19 1990-06-25 Sumitomo Electric Ind Ltd Co-arrangement for housing optical cable and power cable
CN103291316A (en) * 2013-06-14 2013-09-11 中国水电顾问集团成都勘测设计研究院 Large-scale underground cavern group arrangement design method

Also Published As

Publication number Publication date
JPH0472013B2 (en) 1992-11-17

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