JPS58160693A - Method of executing branch pipe in method of pipe-in-pipe construction - Google Patents

Method of executing branch pipe in method of pipe-in-pipe construction

Info

Publication number
JPS58160693A
JPS58160693A JP4333882A JP4333882A JPS58160693A JP S58160693 A JPS58160693 A JP S58160693A JP 4333882 A JP4333882 A JP 4333882A JP 4333882 A JP4333882 A JP 4333882A JP S58160693 A JPS58160693 A JP S58160693A
Authority
JP
Japan
Prior art keywords
pipe
rehabilitated
branch
existing
branch 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
JP4333882A
Other languages
Japanese (ja)
Other versions
JPS622197B2 (en
Inventor
北野 健次
若尾 良輔
黒田 康直
桜井 忠雄
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.)
Nippon Steel Corp
Sumikin Kokan Koji KK
Original Assignee
Sumitomo Metal Industries Ltd
Sumikin Kokan Koji 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
Application filed by Sumitomo Metal Industries Ltd, Sumikin Kokan Koji KK filed Critical Sumitomo Metal Industries Ltd
Priority to JP4333882A priority Critical patent/JPS58160693A/en
Publication of JPS58160693A publication Critical patent/JPS58160693A/en
Publication of JPS622197B2 publication Critical patent/JPS622197B2/ja
Granted legal-status Critical Current

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  • Branch Pipes, Bends, And The Like (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】 本発明は既設管内に鋼管を引込んで新たな管路とするい
わゆるパイプインパイプ工法における分岐管の新規な施
工法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a new construction method for branch pipes in the so-called pipe-in-pipe construction method, in which a steel pipe is drawn into an existing pipe to create a new pipe line.

従来、たとえば地中に埋設した配水管等が老朽化した場
合には、その老朽化した既設管を道路全面掘削で撤去し
た後、既設管と同じ口径の新設管をその跡に布設してい
たが、近時道路交通事情の悪化および掘削工事による騒
音、振動等の公害間  1 題などのために、前記道路全面掘削はきわめて困□ 難になフつつらる。
Conventionally, for example, when a water distribution pipe buried underground became obsolete, the old existing pipe was removed by excavating the entire surface of the road, and then a new pipe of the same diameter as the existing pipe was installed in its place. However, due to recent deterioration in road traffic conditions and pollution problems such as noise and vibration caused by excavation work, it is becoming extremely difficult to excavate the entire road.

そのため最近では老朽化した既設管を撤去することなく
、その既設管を鞘管として利用し、その中に若干小径の
更生管を引込んで新たな管路とするいわゆるパイプイン
パイプ工法が開発され、次第に普及されつつある。
Therefore, recently, the so-called pipe-in-pipe method has been developed, which uses the existing pipe as a sheath pipe and inserts a slightly smaller diameter rehabilitation pipe into it to create a new pipe, without removing the old pipe. It is gradually becoming popular.

しかしながら、既設管に分岐管が接続されている場所に
おいては、新たに引込む更生管と分岐管との接続施工法
が開発されていないため、地上から開削を行ない、オー
プンの状態で分岐部の施工をしなければならず、従って
工事費用が割高になり、また工期も長くかかるなどの欠
点があった。
However, in places where a branch pipe is connected to an existing pipe, a method for connecting the newly rehabilitated pipe to the branch pipe has not been developed. Therefore, the construction costs were relatively high and the construction period was long.

本発明は従来の上記欠点を解消するため、分岐管が接続
されている既設管においてもバイ1インパイプ工法を適
用できるように、その分岐管部の接続施工法を開発した
もので、以下図面に基づいて説明する。
In order to eliminate the above-mentioned drawbacks of the conventional technology, the present invention has developed a method for connecting branch pipes so that the bi-one pipe construction method can be applied to existing pipes to which branch pipes are connected. The explanation will be based on.

第1図は本発明の一実施例を示す分岐管中央部における
断面図で、分岐管(2)が接続された既設管(1)の内
部には公知のパイプインパイプ工法により、祈念な管路
となる鋼管製の更生管(3)が引込まれて図示しない車
輪またはすペシ金具等で同心状に保持されており、前記
更生管(3)の分岐管(2)対応位置には分岐管(2)
の内径寸法より大きい直径の丸穴(4)を穿設しである
Fig. 1 is a cross-sectional view of the central part of a branch pipe showing an embodiment of the present invention, and inside the existing pipe (1) to which the branch pipe (2) is connected, a prayer pipe is installed using the known pipe-in-pipe construction method. A rehabilitated pipe (3) made of steel pipe that serves as a road is drawn in and held concentrically with wheels or special fittings (not shown), and a branch pipe is installed at a position corresponding to the branch pipe (2) of the rehabilitated pipe (3). (2)
A round hole (4) with a diameter larger than the inner diameter of the hole is bored.

そして前記分岐管(2)の内径寸法よフわずかに小さい
外径で所要長さとした直管状の更生単管(6)を、テー
パ管状レジューサ−(7)の小径側端部に接続しかつレ
ジューサ−(7)の外周部に、パツキン止金具(9)に
よ漫環状後端部を係止した断面■状のシールパツキン(
8)を装着してなる挿入管(5)を、前記更生管(3)
内から丸穴(4)を通して分岐管(2)内に挿入し、前
記挿入管(5)のレジューサ−(7)外周部に装着した
7−殖パツキン(8)全既設管(1)の内周面に圧着し
て分岐管(2)内周部における間隙をシールし、さらに
前記レジニーサー(7)の大径側端部を前記丸穴(4)
に係止してその周辺部を更生管(3)に溶接しである。
Then, a straight rehabilitated single pipe (6) having a required length and an outer diameter slightly smaller than the inner diameter of the branch pipe (2) is connected to the small-diameter end of the tapered tubular reducer (7), and the reducer - A seal gasket (7) with a ■-shaped cross section, whose rounded rear end is secured by the gasket fastener (9).
8) is attached to the rehabilitation tube (3).
Insert into the branch pipe (2) through the round hole (4) from the inside, and insert the 7-growth gasket (8) attached to the outer periphery of the reducer (7) of the insertion pipe (5) into the entire existing pipe (1). The gap in the inner circumference of the branch pipe (2) is sealed by crimping the peripheral surface, and the large diameter end of the resin kneecer (7) is connected to the round hole (4).
The peripheral part is welded to the rehabilitation pipe (3).

その後、更生管(3)外周と既設管(1)内周との空隙
部にモルタル01等を公知のグラウト孔方式あるいは注
入管方式により注入充填し、その際前記シールパツキン
(8)は注入圧力により前記間隙部に圧着されてセルフ
シ二μするように設けである。
After that, mortar 01 or the like is injected into the gap between the outer periphery of the rehabilitated pipe (3) and the inner periphery of the existing pipe (1) using a known grout hole method or injection pipe method. It is provided so that it is pressed into the gap and self-seals.

なお前記シールパツキン(8)は図示の構造に限るもの
ではなく、他のシール構造にしてもよい。
Note that the seal packing (8) is not limited to the structure shown in the drawings, and may have other seal structures.

本発明は以上のように構成されるから、既設管訃よび分
岐管が鋼管製に限らず、コンクリート管めるいは鋳鉄管
等の溶接不能材料からなる場合でもバイ1インパイプ工
法を適用して新管路の更生管内部から分岐管接続部を確
実、強固に施工することができ、従って工事費の低減と
工期の短縮を図ることができる。
Since the present invention is configured as described above, the buy-in-pipe construction method can be applied not only to existing pipes and branch pipes made of steel pipes but also to cases where they are made of non-weldable materials such as concrete pipes or cast iron pipes. The branch pipe connection part can be reliably and firmly constructed from inside the rehabilitated pipe of the new pipe, thus reducing construction costs and shortening the construction period.

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

第1図は本発明の一実施例を示す分岐雪中央部における
一面図でおる。 l:既設管、2:分岐管、8:更生管、4:丸穴、5:
挿入管、6:更生単管、7:レジューサ−,8ニジ−μ
パツキン、9:パツキン止金具、lO二モルタル 第1図
FIG. 1 is a plan view of the central part of branching snow showing an embodiment of the present invention. l: Existing pipe, 2: Branch pipe, 8: Rehabilitation pipe, 4: Round hole, 5:
Insertion pipe, 6: Rehabilitated single pipe, 7: Reducer, 8 Niji-μ
Patchkin, 9: Patchkin fastener, lO2 mortar Figure 1

Claims (1)

【特許請求の範囲】[Claims] (1)分岐管(2)が接続された既設管(1)の内部に
更生管(3)を引込んで新たな管路とするパイプインパ
イプ工法において、前記既設管(1)内に引込んだ更生
管(3)&分岐管(2)対応位置に丸穴(4)・を穿設
し、前記分岐管(2)内径よりわずかに小さい外径の更
生単管(6)をYジューサー(7)の小径側端部に接続
しかつレジューサ−(7)の外周部にパツキン止金具(
9)に゛より後端を休止したシールパツキン(8)を畔
!してなる挿入’IF (5) ’e 、前記丸穴(4
)から分岐管(2)内に挿入して前記シールパツキン(
8)を既設管(1)内周面に圧着し、ぜらに前記レジニ
ーす−(7)の大径側端部を更生管(3)に溶接0た後
、更生管(3)外周空隙部に七pりyva*等を充填す
ることを特徴とするパイプインパイプ工法における分岐
管施工法。
(1) In the pipe-in-pipe construction method in which a rehabilitated pipe (3) is drawn into the existing pipe (1) to which the branch pipe (2) is connected to create a new pipe, the pipe is drawn into the existing pipe (1). A round hole (4) is bored in the corresponding position of the rehabilitated pipe (3) & branch pipe (2), and the rehabilitated single pipe (6) with an outer diameter slightly smaller than the inner diameter of the branch pipe (2) is inserted into the Y juicer ( Connect to the small diameter end of the reducer (7) and attach a packing stopper (
9) Attach the seal gasket (8) with the rear end suspended! Insert 'IF (5)'e, said round hole (4
) into the branch pipe (2) and seal the seal packing (
8) to the inner circumferential surface of the existing pipe (1), and after welding the large diameter end of the resin knee (7) to the rehabilitated pipe (3), the outer circumferential gap of the rehabilitated pipe (3) is A branch pipe construction method in the pipe-in-pipe construction method, which is characterized by filling the pipe with 7-ply yva* or the like.
JP4333882A 1982-03-17 1982-03-17 Method of executing branch pipe in method of pipe-in-pipe construction Granted JPS58160693A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4333882A JPS58160693A (en) 1982-03-17 1982-03-17 Method of executing branch pipe in method of pipe-in-pipe construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4333882A JPS58160693A (en) 1982-03-17 1982-03-17 Method of executing branch pipe in method of pipe-in-pipe construction

Publications (2)

Publication Number Publication Date
JPS58160693A true JPS58160693A (en) 1983-09-24
JPS622197B2 JPS622197B2 (en) 1987-01-19

Family

ID=12661051

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4333882A Granted JPS58160693A (en) 1982-03-17 1982-03-17 Method of executing branch pipe in method of pipe-in-pipe construction

Country Status (1)

Country Link
JP (1) JPS58160693A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62113997A (en) * 1985-11-14 1987-05-25 日本石油化学株式会社 Method of repairing piping with branch pipe

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62113997A (en) * 1985-11-14 1987-05-25 日本石油化学株式会社 Method of repairing piping with branch pipe

Also Published As

Publication number Publication date
JPS622197B2 (en) 1987-01-19

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