Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS6224672B2 - - Google Patents
[go: Go Back, main page]

JPS6224672B2 - - Google Patents

Info

Publication number
JPS6224672B2
JPS6224672B2 JP8742581A JP8742581A JPS6224672B2 JP S6224672 B2 JPS6224672 B2 JP S6224672B2 JP 8742581 A JP8742581 A JP 8742581A JP 8742581 A JP8742581 A JP 8742581A JP S6224672 B2 JPS6224672 B2 JP S6224672B2
Authority
JP
Japan
Prior art keywords
pipe
curved
new
existing
pipes
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP8742581A
Other languages
Japanese (ja)
Other versions
JPS57204383A (en
Inventor
Hiroyoshi Inagaki
Michio Toyofuku
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.)
Kurimoto Iron Works Ltd
Original Assignee
Kurimoto Iron Works Ltd
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 Kurimoto Iron Works Ltd filed Critical Kurimoto Iron Works Ltd
Priority to JP8742581A priority Critical patent/JPS57204383A/en
Publication of JPS57204383A publication Critical patent/JPS57204383A/en
Publication of JPS6224672B2 publication Critical patent/JPS6224672B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Joints Allowing Movement (AREA)

Description

【発明の詳細な説明】 (1) 産業上の利用分野 この発明は、老朽化し、かつ中間が曲線管路と
なつている既設管路内に新管を配設する工法に関
するものである。
[Detailed Description of the Invention] (1) Industrial Application Field The present invention relates to a construction method for installing a new pipe in an existing pipe that is aging and has a curved pipe in the middle.

(2) 従来の技術 老朽化した既設管を新管に交換するに際し、第
1図に示すように既設管路1の両端に竪坑2,3
を設け、その一方の竪坑2内に設置したジヤツキ
4又は図示しないウインチ等を利用して新管5を
順次接合しながら既設管路1内に配設して行く工
法は、既設管内配管工法として知られている。
(2) Conventional technology When replacing old existing pipes with new pipes, shafts 2 and 3 are installed at both ends of the existing pipe line 1, as shown in Figure 1.
A construction method in which new pipes 5 are sequentially joined and installed inside the existing pipe 1 using a jack 4 installed in one of the shafts 2 or a winch (not shown) is referred to as a piping method within the existing pipe. Are known.

(3) 発明が解決しようとする問題点 ところでこのような工法は、既設管路がほぼ直
線状となつている場合は問題がないが、第2図に
示すように既設管路1′,1″中間に曲線管路6が
形成されている場合は、前記のままでは新管は曲
線管路6部を通過することが不可能であり、それ
にも拘らず同工法を施行しようとするならば、曲
線管路6部に図示しない第3の竪坑を設けなけれ
ばならない。したがつてこの部分に交通事情や住
宅事情等の外部要因によつて竪坑を設けることが
できない場合は、この工法を実施することができ
ないという不便があつた。
(3) Problems to be solved by the invention By the way, this construction method does not have any problems if the existing pipes are approximately straight, but as shown in Figure 2, if the existing pipes 1', 1 ``If the curved pipe 6 is formed in the middle, it will be impossible for the new pipe to pass through the curved pipe 6 section as described above, and if you try to implement the same construction method despite this, , a third shaft (not shown) must be installed in the 6th section of the curved pipeline. Therefore, if it is not possible to install a shaft in this section due to external factors such as traffic or housing conditions, this construction method may be used. I had the inconvenience of not being able to do that.

この発明は、前記のように既設管路に曲線管路
があつても実施することができて、従来の不便を
解消することができる既設管内配管工法を提供す
ることを目的とするものである。
An object of the present invention is to provide a piping construction method within an existing pipe that can be implemented even if the existing pipe has a curved pipe as described above, and can eliminate the conventional inconveniences. .

(4) 問題点を解決するための手段 前記の目的を達成するため、この発明は前記の
ような配管工法において、既設管路が中間におい
て曲線管路となつている場合、いずれかの竪坑か
ら曲線管路に向つて短管又は曲管を挿入して新曲
線管路を形成した後、両竪坑から前記新曲線管路
に向つて新管を順次接合しながら挿入し、該新管
の先頭管の先端口を前記短管又は曲管に嵌入接合
することを特徴とするものである。
(4) Means for Solving the Problems In order to achieve the above object, the present invention provides a piping construction method as described above, in which when the existing pipe is a curved pipe in the middle, it is possible to After forming a new curved pipe by inserting a short pipe or a curved pipe toward the curved pipe, new pipes are sequentially inserted from both shafts toward the new curved pipe while joining, and the beginning of the new pipe is inserted. This is characterized in that the tip end of the tube is fitted into the short tube or curved tube.

(5) 発明の効果 この発明は前記のようであるから、既設管路の
中間に曲線管路がある場合でも、そこに竪坑を設
ける必要なく新管の挿入配置が可能であつて、竪
坑を設けるのに要する施行費を節約できるととも
に、竪坑を設けることに伴う環境変化を生ずるこ
とがなくて、各種のトラブルの起るのを防止する
ことができ、さらにどうしても竪坑を設けること
ができない場所にあつても手軽に施行できるとい
う効果がある。
(5) Effects of the Invention Since the present invention is as described above, even if there is a curved pipe in the middle of the existing pipe, it is possible to insert and arrange a new pipe without the need to provide a shaft there. In addition to saving the construction costs required for installing a shaft, there is no environmental change caused by installing a shaft, and various troubles can be prevented, and it can be used in places where it is impossible to install a shaft. The effect is that it can be easily implemented.

(6) 実施例 第2図以降に実施例を示す。(6) Examples Examples are shown from FIG. 2 onwards.

まず既設管路1′,1″,6内の錆こぶを適宜の
手段で除去する。
First, rust lumps in the existing pipes 1', 1'', and 6 are removed by appropriate means.

その後竪坑2又は3から曲線管路6に対応した
屈曲度をもち、かつ長さの短い曲管7を曲線管路
6に向つて挿入して該管路6内に据付ける。この
場合曲線管路6の屈曲度が大きい場合は、この曲
管7をより長さの短い複数の曲管を接合すること
によつて形成することとなる。
Thereafter, a curved pipe 7 having a bending degree corresponding to the curved pipe line 6 and having a short length is inserted from the shaft 2 or 3 toward the curved pipe line 6 and installed in the curved pipe line 6. In this case, if the degree of curvature of the curved pipe line 6 is large, the curved pipe 7 will be formed by joining a plurality of shorter curved pipes.

ついで竪坑3から継ぎ輪8を既設管路1″内に
挿入し、曲管7の端部に接合して受口を形成する
(第3図)。この際曲管7として両受口管を使用す
れば継ぎ輪8を取付ける必要はない。
Next, the joint ring 8 is inserted into the existing pipe line 1'' from the shaft 3 and joined to the end of the bent pipe 7 to form a socket (Fig. 3).At this time, both socket pipes are used as the bent pipe 7. If used, there is no need to attach the connecting ring 8.

ついで第4図に示すように竪坑2から従来と全
く同様にしてジヤツキ4を利用して新管5を順次
接合しながら既設管路1′内に挿入し、その先頭
管9の先端の挿口を曲管7の対向端部の受口内に
嵌入して接合する(第5図)。
Next, as shown in FIG. 4, the new pipes 5 are successively joined using jacks 4 and inserted into the existing pipe 1' from the shaft 2 in exactly the same manner as before, and the tip of the leading pipe 9 is inserted into the existing pipe 1'. are inserted into the sockets at the opposite ends of the curved pipe 7 and joined (FIG. 5).

ついで第6図に示すように竪坑3から前記と全
く同様にして新管5′を既設管路1″内に挿入し
て、その先頭管9′の先端の挿口を継ぎ輪8内に
嵌入して接合する(第7図)。
Next, as shown in FIG. 6, insert the new pipe 5' from the shaft 3 into the existing pipe line 1'' in exactly the same manner as described above, and fit the insertion opening at the tip of the leading pipe 9' into the joint ring 8. and join (Figure 7).

第8図には曲線管路6′,6″が2個所ある場合
が示されており、この場合にはその中間の直管路
1は曲線管路6′,6″部を通過できる長さの複
数の短管10を挿入接合することによつて形成さ
れることとなる。
Fig. 8 shows a case where there are two curved pipes 6', 6'', and in this case, the straight pipe 1 in the middle has a length that can pass through the curved pipes 6', 6''. It is formed by inserting and joining a plurality of short tubes 10.

なお前記の例において、既設管内に配設される
各管はいずれもこの種の管において慣用される挿
口、受口の嵌合によつて接合されるので接合部の
細部の説明は省略する。
In the above example, the pipes installed within the existing pipes are all joined by fitting the sockets and sockets, which are commonly used in this type of pipe, so detailed explanations of the joints will be omitted. .

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

第1図は曲型的な従来の既設管内配管工法の概
略説明図、第2図ないし第7図はこの発明による
工法の逐時概略説明図、第8図はこの発明による
工法の他の施工例の概略説明図である。 1,1′,1″,1……既設管路、2,3……
竪坑、5,5′……新管、6,6′,6″……曲線
管路、7,7′……曲管。
Fig. 1 is a schematic explanatory diagram of a conventional curved piping construction method, Figs. 2 to 7 are sequential schematic explanatory diagrams of the construction method according to the present invention, and Fig. 8 is another construction method of the construction method according to the present invention. It is a schematic explanatory drawing of an example. 1, 1', 1'', 1...Existing pipe, 2, 3...
Vertical shaft, 5, 5'... new pipe, 6, 6', 6''... curved pipe, 7, 7'... curved pipe.

Claims (1)

【特許請求の範囲】[Claims] 1 既設管路が側面で開口する竪坑を管路の両端
に設けて、この両坑を利用して既設管路内に新管
を配設する配管工法において、前記管路が中間に
おいて曲線管路となつている場合、いずれかの竪
坑から曲線管路に向つて短管又は曲管を挿入して
新曲線管路を形成した後、両竪坑から前記新曲線
管路に向つて新管を順次接合しながら挿入し、該
新管の先頭管の先端口を前記短管又は曲管に嵌入
接合することを特徴とする既設管内配管工法。
1 In a piping construction method in which a vertical shaft that opens on the side of an existing pipe is provided at both ends of the pipe, and a new pipe is installed within the existing pipe using these two shafts, the pipe has a curved pipe in the middle. If so, insert a short pipe or curved pipe from one of the shafts toward the curved pipe to form a new curved pipe, and then sequentially insert new pipes from both shafts toward the new curved pipe. A piping construction method in an existing pipe, characterized in that the new pipe is inserted while being joined, and the tip end of the leading pipe of the new pipe is fitted and joined to the short pipe or curved pipe.
JP8742581A 1981-06-09 1981-06-09 Method of construction of piping in existing pipe Granted JPS57204383A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8742581A JPS57204383A (en) 1981-06-09 1981-06-09 Method of construction of piping in existing pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8742581A JPS57204383A (en) 1981-06-09 1981-06-09 Method of construction of piping in existing pipe

Publications (2)

Publication Number Publication Date
JPS57204383A JPS57204383A (en) 1982-12-15
JPS6224672B2 true JPS6224672B2 (en) 1987-05-29

Family

ID=13914512

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8742581A Granted JPS57204383A (en) 1981-06-09 1981-06-09 Method of construction of piping in existing pipe

Country Status (1)

Country Link
JP (1) JPS57204383A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59147180A (en) * 1983-02-14 1984-08-23 三菱重工業株式会社 Method of piping construction

Also Published As

Publication number Publication date
JPS57204383A (en) 1982-12-15

Similar Documents

Publication Publication Date Title
US5473815A (en) Method for producing a connector for fluid pipe elements
US4103943A (en) Pipe coupling
US3857588A (en) Pipe coupling
GB1516160A (en) Tubular connectors
US3971574A (en) Pipe coupling
JPS6091085A (en) Pipe joint
JPS6224672B2 (en)
JPS6123435B2 (en)
CN211405364U (en) Quick joint for PVC (polyvinyl chloride) line pipe
JPS641712B2 (en)
CN209876237U (en) Hose joint
JPS5888285A (en) Method of joining pipe body in method of piping construction in existing pipe
IT202000029543A1 (en) HYDRAULIC FITTING FOR HIGH PRESSURE
JPH04138189U (en) Pipe/duct fittings
JPH0210314B2 (en)
CN217882726U (en) Power cable suspension device
JPS5853506Y2 (en) Fittings to prevent pipe fittings from coming off
CN116254967B (en) Quick-connection device for reinforcing bars and method for connecting reinforcing bars
JPS61109994A (en) Universal connecting joint for non-circular section pipe
WO2020184788A1 (en) Connector integrated conduit
KR930004993Y1 (en) Easy pipe and pipe connection
JPS5881289A (en) Curved pipe piping method in existing pipe piping
JPH11141766A (en) Convenient fitting for installation and removal
JPH11182765A (en) Connecting structure of underground buried pipe to connecting part
JPH0353535Y2 (en)