JPH0478392A - Duct renewing method - Google Patents

Duct renewing method

Info

Publication number
JPH0478392A
JPH0478392A JP2187268A JP18726890A JPH0478392A JP H0478392 A JPH0478392 A JP H0478392A JP 2187268 A JP2187268 A JP 2187268A JP 18726890 A JP18726890 A JP 18726890A JP H0478392 A JPH0478392 A JP H0478392A
Authority
JP
Japan
Prior art keywords
base
pipeline
newly installed
pipe line
flange portion
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
JP2187268A
Other languages
Japanese (ja)
Other versions
JP2586959B2 (en
Inventor
Kazuya Sakamoto
和也 坂本
Takahiro Noda
野田 栄宏
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.)
TOA GURAUTO KOGYO KK
Iseki Poly Tech Inc
Original Assignee
TOA GURAUTO KOGYO KK
Iseki Poly Tech 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 TOA GURAUTO KOGYO KK, Iseki Poly Tech Inc filed Critical TOA GURAUTO KOGYO KK
Priority to JP2187268A priority Critical patent/JP2586959B2/en
Publication of JPH0478392A publication Critical patent/JPH0478392A/en
Application granted granted Critical
Publication of JP2586959B2 publication Critical patent/JP2586959B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To prevent the irregular damage of a fitting duct by cutting the fitting duct of an existing duct so as to separate them, and advancing a tunnel excavator so as to remove the existing duct while laying a new duct on this track. CONSTITUTION:At the renewing time, a fitting duct 12 is cut in a position 16 slightly above a new duct 14. The fitting duct 12 is thereby divided into a main body part 12a slightly above the cut position 16 and an end part 12b remaining on the existing duct 10 side. A tunnel excavator 34 is moved forward along the existing duct 10 while excavating the existing duct 12 and sediment around, and the new duct 14 provided at this excavator 34 is laid on this track. As a result the fitting duct 12 is prevented from large irregular damage.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、地中に埋設されている既設管路を撤去しつつ
その跡に新設管路を敷設することにより管路を更新する
方法に関する。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a method for renewing a pipeline by removing an existing pipeline buried underground and laying a new pipeline in its place. .

(従来の技術) 地中に埋設さねている老朽化した既設管路の更新は、一
般に、開削工法により行われている。しかし、この開削
工法では、地盤を開削しなければならないから、施工可
能箇所に制限がある。
(Prior Art) Renewal of aging existing pipelines buried underground is generally carried out by the cut-and-cover method. However, this open-cut construction method requires excavation of the ground, so there are limits to where it can be constructed.

このような問題を解決するために、既設管路をトンネル
掘削機により掘削することにより除去しつつその跡に新
設管路を敷設する工法か提案されている。
In order to solve these problems, a construction method has been proposed in which the existing pipeline is removed by excavating it with a tunnel excavator and a new pipeline is laid in its place.

(解決しようとする課題) しかし、既設管路には、一般に、枝管のような取付管路
が連結されているから、既設管路を破壊または掘削する
ときに、取付管路に大きな亀裂が形成され、既設管路の
側の端部が不規則に大きく6tL損される。その結果、
このような取付管路は止水機能を喪失しているから、ト
ンネル掘削機を用いる従来の更新方法では、取付管路を
も更新しなければならない。
(Problem to be solved) However, since existing pipes generally have attached pipes such as branch pipes connected to them, large cracks may occur in the attached pipes when the existing pipes are destroyed or excavated. The end of the existing pipeline is irregularly large and loses 6 tL. the result,
Since such attached pipes have lost their water-stop function, the conventional renewal method using a tunnel excavator requires that the attached pipes also be renewed.

本発明の泪的は、取付管路を不規則に大きく破損するこ
となく、管路を更新する方法を提供することにある。
The purpose of the present invention is to provide a method for renewing a pipe line without causing irregular and large damage to the attached pipe line.

(解決手段、作用、効果) 本発明の更新方法は、既設管路に接続されている取付管
路を前記既設管路の側の端部において切断して前記既設
管−路から分離し、トンネル掘削機を既設管路に、沿フ
て前進させて前記既設管路を前記トンネル掘削機で掘削
することにより撤去しつつその跡に新設管路を敷設する
ことを含む。
(Solution Means, Actions, Effects) The renewal method of the present invention is to cut an attached pipe line connected to an existing pipe line at an end on the side of the existing pipe line to separate it from the existing pipe line. The method includes moving an excavator forward along the existing pipeline, removing the existing pipeline by excavating it with the tunnel excavator, and laying a new pipeline in its place.

既設管路の撤去時、取付管路は既設管路の側の端部にお
いて既設管路から切り離されているから、既設管路の側
に残存する端部か掘削機により掘削されても、亀裂は既
設管路の側に残存する端部に形成されるのみて、切断位
置に関して既設管路と反対の側の主体部に形成されない
。それゆえに、本発明によれば、取付管路を不規則に大
きく破損することがない。
When the existing pipeline is removed, the attached pipeline is separated from the existing pipeline at the end on the existing pipeline side, so even if the end remaining on the existing pipeline side is excavated by an excavator, there will be no cracks. is formed only on the end portion remaining on the side of the existing pipe, and is not formed on the main body on the side opposite to the existing pipe with respect to the cutting position. Therefore, according to the present invention, the attached pipe line is not damaged irregularly and significantly.

前記新設管路と前記取付管路とは、前記新設管路に穴を
穿ち、該穴を利用して、不透水性の接続手段により連通
させることができる。
The newly installed conduit and the attached conduit can be connected to each other by a water-impermeable connecting means by drilling a hole in the newly installed conduit and utilizing the hole.

11「記接続手段として、伸縮可能のホース部と該ホー
ス部の一端に一体的に続くフランジ部とを有する手段を
用いることができる。この接続手段は、前記フランジ部
が前記新設管路内となりかつ前記ホース部が前記取付管
路内となるように、前記新設管路および前記取付管路に
配置し、次いで前記フランジ部が前記新設管路の内面に
液密的に接触しかつ前記ホース部が前記第2の管内を伸
びるように、維持することができる。
11 As the connection means, a means having an expandable hose part and a flange part integrally continuous with one end of the hose part can be used. and the hose portion is arranged in the newly installed pipeline and the attached pipeline so that the hose portion is in the attached pipeline, and then the flange portion is in liquid-tight contact with the inner surface of the newly installed pipeline, and the hose portion is arranged in the attached pipeline. can be maintained such that it extends within the second tube.

前記フランジ部と前記新設管路と、の間の液密性は、半
径方向へ拡開可能に筒の形に巻かれたシート状のベース
を前記新設管路内に配置し、前記ベースを半径方向へ拡
開させて前記フランジ部を前記ベースにより前記新設管
路の内面に押圧し、前記ベースに設けられた複数の係合
部を互いに係合させて前記ベースを拡開させた状態に維
持することにより、保つことができる。
Liquid-tightness between the flange portion and the newly installed pipeline is achieved by arranging a sheet-shaped base wound in the shape of a cylinder so as to be expandable in the radial direction within the newly installed pipeline, and radially expanding the base. the flange portion is pressed against the inner surface of the newly installed conduit by the base, and the plurality of engaging portions provided on the base are engaged with each other to maintain the base in the expanded state. You can keep it by doing this.

これの代りに、前記フランジ部と前記新設管路との間の
液密性は、弾性変形可能のスリーブと、半径方向へ拡開
可能に筒の形に巻かれた状態で前記スリーブ内に配置さ
れたシート状のベースとを前記新設管路内に配置し、前
記ベースを半径方向へ拡開させて前記フランジ部を前記
ベースおよび前記スリーブにより前記新設管路の内面に
押圧し、前記ベースに設けられた複数の係合部を互いに
係合させて前記ベースを拡開させた状態に維持すること
により、保つことができる。
Alternatively, the liquid tightness between the flange portion and the newly constructed pipeline can be achieved by using an elastically deformable sleeve and a radially expandable sleeve wound in the shape of a cylinder and disposed within the sleeve. A sheet-shaped base made of the same material is placed in the newly constructed pipeline, and the base is expanded in the radial direction, and the flange portion is pressed against the inner surface of the newly constructed pipeline by the base and the sleeve. This can be maintained by maintaining the base in an expanded state by engaging a plurality of provided engaging portions with each other.

さらに、前記新設管路の内面の形状を記憶している形状
記憶合金製または形状記憶樹脂製のスリーブを前記新設
管路内に配置した後、前記スリーブを元の形状に復帰さ
せ、それにより、前記フランジ部を前記スリーブにより
前記新設管路の内面に液密的に接触さた状態に維持する
ことかてきる。
Furthermore, after arranging a sleeve made of a shape memory alloy or a shape memory resin that remembers the shape of the inner surface of the newly installed pipeline within the newly installed pipeline, the sleeve is returned to its original shape, and thereby, The flange portion can be kept in liquid-tight contact with the inner surface of the newly installed pipeline by the sleeve.

(実施例) 第1 UA]を参照するに、更新すべき既設管路10は
、地中に埋設されている下水導管のような既設管により
規定される。枝管のような取付管路12は、既設管路1
0から地上へ向けて伸びており、また、既設管路10に
連通されている。
(Example) Referring to the first UA], the existing pipe 10 to be updated is defined by an existing pipe, such as a sewage pipe buried underground. The attached pipe line 12 like a branch pipe is connected to the existing pipe line 1
0 toward the ground, and is also connected to the existing pipeline 10.

更新時、先ず、取付管路12が、新たに敷設すべき新設
管路14よりやや上方となる位置16において切断され
る。これにより、取付管路12は、切断位置16より上
方の主体部12aと既設管路10の側に残存する端部1
2bとに分割される。
At the time of renewal, first, the attached pipe line 12 is cut at a position 16 slightly above the newly installed pipe line 14 to be newly laid. Thereby, the attached pipe line 12 has a main body part 12a above the cutting position 16 and an end part 1 remaining on the side of the existing pipe line 10.
2b.

取付管路12は、切断装置を地上の側から取付管路12
内に挿入し、該切断装置により、取付管路12の内側か
ら切断してもよいし、切断装置を既設管路10内から取
付管路12内に挿入し、該切断装置により、取付管路1
2の内側から切断してもよい。
The attachment pipe 12 connects the cutting device to the attachment pipe 12 from the ground side.
Alternatively, the cutting device may be inserted into the attached pipe 12 from inside the existing pipe 10 and the cutting device may be used to cut the attached pipe 12 from inside. 1
You may also cut from the inside of 2.

第2図は、取付管路12をその内側から切断するための
切断装置18の一実施例を示す。切断装置18は、地上
に設置された回転機構(図示せず)により回転されるフ
レキシブル軸20と、該軸の先端部すなわち下端部に回
転可能に取り付けられた位置維持機構22と、該位置維
持機構の下側に回転可能に取り付けられた切断機構24
と、フレキシブル軸20に回転可能に配置された複数の
リング26とを備える。
FIG. 2 shows an embodiment of a cutting device 18 for cutting the attachment conduit 12 from its inside. The cutting device 18 includes a flexible shaft 20 rotated by a rotation mechanism (not shown) installed on the ground, a position maintenance mechanism 22 rotatably attached to the tip or lower end of the shaft, and a position maintenance mechanism 22 rotatably attached to the tip or lower end of the shaft. Cutting mechanism 24 rotatably mounted on the underside of the mechanism
and a plurality of rings 26 rotatably arranged on the flexible shaft 20.

位置維持機構22は、取付管路12の半径方向へ伸縮さ
れる複数のジヤツキを備える。切断機構24は、砥石2
8を、フレキシブル軸20の回転にともなって軸1i1
30の周りに自転させつつ軸線32の周りに公転させる
公知の機構である。
The position maintaining mechanism 22 includes a plurality of jacks that extend and contract in the radial direction of the attachment pipe 12. The cutting mechanism 24 uses the grindstone 2
8, as the flexible shaft 20 rotates, the shaft 1i1
This is a known mechanism that rotates around an axis 30 and revolves around an axis 32.

切断装置18は、取付管路12内に地上の側から挿入さ
れる。砥石28が切断位置16に到達すると、位置維持
機構22の各ジヤツキが作動され、それにより位置維持
機構22が取付管路12に対し変位しないようにずなわ
ち切断機構24による切断時の回転反力を取付管路12
から得るように、維持される。この状態で、フレキシブ
ルl1iIb20か回転される。それにより、砥石28
か、自転および公転されて取付管路12をその内側から
切断する。砥石28の自転軸線30は、取付管路12の
切断にともなって半径方向外方へ変位される。
The cutting device 18 is inserted into the attachment conduit 12 from the ground side. When the grindstone 28 reaches the cutting position 16, the respective jacks of the position maintaining mechanism 22 are activated, thereby preventing the position maintaining mechanism 22 from being displaced with respect to the attached pipe 12, that is, preventing rotational reaction when the cutting mechanism 24 cuts. Attach force to conduit 12
As obtained from, it is maintained. In this state, the flexible l1iIb20 is rotated. As a result, the grindstone 28
Alternatively, it is rotated and revolved to cut the attachment pipe 12 from the inside. The axis of rotation 30 of the grindstone 28 is displaced radially outward as the attachment pipe 12 is cut.

第3図に示すように、次いで、トンネル掘削機34か既
設管路12およびその周りの土砂を掘削しつつ既設管路
lOに沿って前進され、その掘削跡に新設管路14が敷
設される。
As shown in FIG. 3, the tunnel excavator 34 is then moved forward along the existing pipeline 10 while excavating the existing pipeline 12 and the earth and sand around it, and the new pipeline 14 is laid in the excavation site. .

トンネル掘削機34は、管推進工法に用いられているシ
ールド型トンネル掘削機であり、複数のジヤツキを基い
た元押し機構により、新設管路14とともに前進される
。トンネル掘削機34としては、たとえば、特開昭63
−189593号公報に記載されたシールド型トンネル
掘削機を用いることができる。
The tunnel excavator 34 is a shield type tunnel excavator used in the pipe propulsion construction method, and is advanced together with the newly constructed pipeline 14 by a main pushing mechanism based on a plurality of jacks. As the tunnel excavator 34, for example, JP-A-63
A shield type tunnel excavator described in Japanese Patent No. 189593 can be used.

第4図に示すように、次に、取付管路12の内径とほぼ
同し大きの穴36が新設管路14に形成される。穴36
は、たとえば、特開平1−222810号公報に記載さ
れている装置を用いて新設管路14内から形成してもよ
いし、特開平1−105897号公報に記載されている
装置を利用して取付管路12の側から形成してもよい。
As shown in FIG. 4, a hole 36 approximately the same size as the inner diameter of the attached pipe line 12 is then formed in the newly installed pipe line 14. hole 36
may be formed from within the newly installed conduit 14 using, for example, the apparatus described in JP-A No. 1-222810, or may be formed using the apparatus described in JP-A-1-105897. It may also be formed from the side of the attachment pipe 12.

穴36を新設管路14の内側から形成する場合は、取付
管路12を利用して新設管路の被穿孔箇所の中心に小さ
い穴を穿ち、この穴を目印として利用することにより、
穴36を正確な位置に形成することかできる。
When forming the hole 36 from inside the newly installed pipeline 14, use the attached pipeline 12 to drill a small hole in the center of the hole to be drilled in the newly installed pipeline, and use this hole as a mark.
Holes 36 can be formed in precise locations.

次に、第5図に示すように、取付管路12と新設管路1
4とか接続部材38.40により連通される。
Next, as shown in FIG. 5, the attached pipe line 12 and the newly installed pipe line 1
4 and are communicated by connecting members 38 and 40.

接続部材38は、筒状部38aと、該筒状部の一端に形
成されたフランジ部38bとを備え、また、耐腐食性を
存する材料、好ましくは形状記憶合金または形状記憶樹
脂により形成さおでいる。、筒状部38aは、取付管路
12の内径とほぼ同し外径と、新設管路14の内面から
取付管路12までの距離より大きい長さとを有する。
The connecting member 38 includes a cylindrical portion 38a and a flange portion 38b formed at one end of the cylindrical portion, and is made of a corrosion-resistant material, preferably a shape memory alloy or a shape memory resin. I'm here. The cylindrical portion 38a has an outer diameter that is approximately the same as the inner diameter of the attached conduit 12, and a length that is greater than the distance from the inner surface of the newly installed conduit 14 to the attached conduit 12.

フランジ部38bの外径は、穴36の内径より大きい。The outer diameter of the flange portion 38b is larger than the inner diameter of the hole 36.

接続部材38は、筒状部38aが穴36内およびII5
!付管路12内を伸び、フランジ部38bが新設管路1
4の内面に接触するように、配置される。接続部材38
は、新設管路14内から配置してもよいし、形状記憶合
金製または合成樹脂製の場合は取付管路12の側から配
置してもよい。
The connecting member 38 has a cylindrical portion 38a inside the hole 36 and II5.
! The flange portion 38b extends inside the attached pipe line 12, and the flange portion 38b is attached to the newly installed pipe line 1.
It is arranged so that it may contact the inner surface of 4. Connection member 38
may be placed from within the newly installed conduit 14, or if made of shape memory alloy or synthetic resin, may be placed from the side of the attached conduit 12.

接続部材40は、伸縮可能のホース部40aと、該ホー
ス部の一端部に一体的に続く弾性変形可能のフランジ部
40bとを有する。ホース部40aは、取付管路12の
内径とほぼ同じ外径を有するとともに取付管路12の長
さ以上の長さを有しており、また熱硬化性または光硬化
性の合成樹脂からなる。
The connecting member 40 has an extendable hose portion 40a and an elastically deformable flange portion 40b that integrally follows one end of the hose portion. The hose portion 40a has an outer diameter that is approximately the same as the inner diameter of the attachment conduit 12, has a length that is longer than the length of the attachment conduit 12, and is made of thermosetting or photocurable synthetic resin.

フランジ部40bは、接続部材38のフランジ部38a
の外径より大きい外径を有するとともにホース部40a
の厚さ寸法よりやや大きいツクさを有する。フランジ部
40bは、ホース部40aの4i111&!i1の周り
を連続して伸びる複数の突出部42をホース部40aと
反対の側の面に有する。
The flange portion 40b is the flange portion 38a of the connecting member 38.
The hose portion 40a has an outer diameter larger than the outer diameter of the hose portion 40a.
It has a toughness slightly larger than the thickness dimension. The flange portion 40b is 4i111&! of the hose portion 40a. A plurality of protrusions 42 continuously extending around i1 are provided on the surface opposite to the hose portion 40a.

接続部材40は、フランジ部40bが新設管路14内と
なりかつホース部40aが接続部材38内および取付管
路12内を伸びるように、止水部ヰ410が新設管路1
4内からまたは取付管路12の上端部の側から取付管路
12内に挿入された後、フランジ部40bが接続部材3
8のフランジ部38aおよび新設管路14の内面に係合
するように、取付管路12の上端部の側へ引き寄せられ
る。
The connection member 40 has a water stop portion 410 connected to the newly installed pipeline 1 such that the flange portion 40b is located within the newly installed pipeline 14 and the hose portion 40a extends within the connecting member 38 and the attachment pipeline 12.
After the flange portion 40b is inserted into the attachment pipe 12 from inside the connection member 3 or from the upper end side of the attachment pipe 12, the flange portion 40b
8 and the inner surface of the newly installed pipe line 14, it is drawn toward the upper end of the attached pipe line 12.

接続部材40は、たとえば、ホース部40aの他端を閉
鎖した状態で、圧縮空気のような流体を利用して、ホー
ス部40aの一部が取付管路12から上方へ突出するま
で接続部材40を取付管路12に挿入することにより、
新設管路14内から配置することができる。
For example, with the other end of the hose portion 40a closed, the connection member 40 is connected using a fluid such as compressed air until a portion of the hose portion 40a protrudes upward from the attachment conduit 12. By inserting into the installation pipe 12,
It can be placed from within the newly installed conduit 14.

接続部材40は、たとえば、フランジ部40bをこれが
取付管路12内を通過可能の大きさに折り畳み、その状
態て、フランジ部40bを弾性変形可能の1以上の棒状
部材により取付管路12内にその上端部の側から押し込
み、フランジ部40bが新設管路14内に到達したこと
により、フランジ部40bの折り畳みを解除することに
より、配置してもよい。
For example, the connecting member 40 is constructed by folding the flange portion 40b to a size that allows it to pass through the attachment pipe 12, and in that state, inserting the flange portion 40b into the attachment pipe 12 using one or more elastically deformable rod-shaped members. The flange portion 40b may be pushed in from the upper end side, and when the flange portion 40b reaches the inside of the newly installed conduit 14, the flange portion 40b may be unfolded.

取付管路12と新設管路14の内面との間の液密性は、
たとえば、接続部材40のホース部40aおよびフラン
ジ部40aをそれぞれ取付管路12および新設管路14
の内面に接着剤等により接着することにより、維持する
ことができる。この場合、突出部42は不要である。
The liquid tightness between the attached pipe line 12 and the inner surface of the newly installed pipe line 14 is as follows:
For example, the hose portion 40a and flange portion 40a of the connecting member 40 are connected to the attached pipe line 12 and the newly installed pipe line 14, respectively.
It can be maintained by adhering it to the inner surface with an adhesive or the like. In this case, the protrusion 42 is unnecessary.

接続部材40は、たとえば、ホース部40aおよびフラ
ンジ部40bの外面に熱溶融性の接着剤を塗布しておく
がまたは同種の接着剤をホース部40aおよびフランジ
部40bに含浸させておき、加熱空気を供給することに
より前記接着剤を溶融させ、ホース部40aおよびフラ
ンジ部40bをそれぞれ取付管路12および新設管路1
4に接着することができる。
For example, the connecting member 40 may be constructed by applying a heat-melting adhesive to the outer surfaces of the hose portion 40a and the flange portion 40b, or by impregnating the hose portion 40a and the flange portion 40b with the same type of adhesive, and applying heated air to the connecting member 40. The adhesive is melted by supplying the adhesive, and the hose portion 40a and the flange portion 40b are attached to the attached pipe line 12 and the newly installed pipe line 1, respectively.
It can be glued to 4.

接続部材38は、接続部材40が取付管路12および新
設管路14に前記のように維持されることにより、所定
の状態に維持される。しかし、接続部材38の筒状部3
8aおよびフランジ部38bを、それぞれ、取付管路1
2および新設管路14の内面に接着してもよい。また、
接続部材40を接続部材38にも接着してもよい。
The connecting member 38 is maintained in a predetermined state by maintaining the connecting member 40 in the attached conduit 12 and the newly installed conduit 14 as described above. However, the cylindrical portion 3 of the connecting member 38
8a and the flange portion 38b, respectively, to the attachment pipe 1.
2 and the inner surface of the newly installed conduit 14. Also,
The connecting member 40 may also be adhered to the connecting member 38.

接着剤としては、加熱溶融性のもの以外のものを用いて
もよい。
As the adhesive, adhesives other than heat-melting adhesives may be used.

連結部材40のフランジ部40aと新設管路14の内面
との間の液密性を長期間安定に維持するために、新設管
路14の内面の形状を記憶している形状記憶合金製また
は形状記憶樹脂製のスリーブを新設管路14内に配置し
た後、スリーブを元の形状に復帰させ、それにより、フ
ランジ部40bをスリーブにより新設管路14の内面に
押圧してもよい。
In order to stably maintain liquid tightness between the flange portion 40a of the connecting member 40 and the inner surface of the newly installed pipe line 14 for a long period of time, it is made of a shape memory alloy or a shape that remembers the shape of the inner surface of the newly installed pipe line 14. After the sleeve made of memory resin is placed inside the newly installed conduit 14, the sleeve may be returned to its original shape, thereby pressing the flange portion 40b against the inner surface of the newly installed conduit 14 by the sleeve.

図示の例では、連結部材40のフランジ部40aと新設
管路14の内面との間の液密性を長期間安定に維持する
ために、さらに、第6図に示すシート状のベース44が
用いられる。ベース44は、弾性変形可能のl・、−ス
部46と、藷ベース部の一端1部に形成された複数の#
係合部48と、ベース部46の他端部に形成されかつ雌
係合部48と係合可能の雄係合部50とをイ1する。
In the illustrated example, a sheet-like base 44 shown in FIG. It will be done. The base 44 includes an elastically deformable L-, -S portion 46 and a plurality of #s formed at one end of the L-base portion.
The engaging portion 48 and a male engaging portion 50 formed at the other end of the base portion 46 and capable of engaging with the female engaging portion 48 are separated.

図示の例ては、離係合部48は、7字状の断面形状を有
しかつベース部46に固定された長尺の金J(からなり
、雌係合部50は、ベース部46の他端部であり、また
、雌係合部48か設けられた而と反対の而の側へわずか
に折り曲げられている。
In the illustrated example, the disengaging and engaging portion 48 has a 7-shaped cross-sectional shape and is made of a long gold J fixed to the base portion 46, and the female engaging portion 50 is formed of a long gold J fixed to the base portion 46. The other end is also slightly bent toward the side opposite to where the female engaging portion 48 is provided.

第7図に示すように、ベース44は、雌係合部48の側
の端部が雄係合部50の側の端部の外側となるように、
温石き状にすなわち筒の形に巻かれている。この状態に
おいて、ベース44は、半行方向へ拡開可能である。
As shown in FIG. 7, the base 44 is arranged such that the end on the female engagement part 48 side is outside the end on the male engagement part 50 side.
It is rolled into a cylindrical shape. In this state, the base 44 can be expanded in the half-row direction.

第8図に示すように、ベース44は、これを拡開させる
拡開機52とともに新設管路14内の所定の箇所に配置
される。拡開機52は、軸部54と、該軸部に該軸部の
周りを連続して伸びるように固定されかつ圧縮空気のよ
うな圧力流体により浮き輪状に膨張される膨張部56と
、圧力流体用のニップル58とを備える。このような拡
開機52としては、本発明の出願人の一人である東亜グ
ラウト工業株式会社からバッカーなる商品名で販売され
ている止水栓を用いることができる。
As shown in FIG. 8, the base 44 is placed at a predetermined location within the newly installed conduit 14 together with an expander 52 that expands the base 44. The expander 52 includes a shaft portion 54, an expansion portion 56 that is fixed to the shaft portion so as to extend continuously around the shaft portion, and is expanded into a floating ring shape by a pressure fluid such as compressed air. and a nipple 58 for use. As such an expander 52, a water stop valve sold under the trade name Bakker by Toa Grout Kogyo Co., Ltd., one of the applicants of the present invention, can be used.

第8図は、膨張部56を膨張させ、ベース44を半径方
向に拡開させた状態を示す。
FIG. 8 shows a state in which the inflatable portion 56 is inflated and the base 44 is expanded in the radial direction.

拡開機52は、膨張部56か収縮された状態で、ベース
44内に配置され、次いで地上に設けられた圧力流体源
からホースを介してニップル58に供給される圧力流体
により、ベース44が拡開機52に対して変位しない程
度に膨張部56が膨張された状態て、ベース44ととも
に新設管路14内の所定の位置へ移動される。
The expander 52 is placed in the base 44 with the expansion part 56 deflated, and then the base 44 is expanded by pressure fluid supplied from a pressure fluid source provided on the ground to the nipple 58 via a hose. The inflatable portion 56 is inflated to such an extent that it does not displace with respect to the opening device 52, and is moved together with the base 44 to a predetermined position within the newly installed conduit 14.

拡開機52の軸部54には、膨張部56とニップル58
とを連通ずる流路60が形成されている。
The shaft portion 54 of the expander 52 has an expansion portion 56 and a nipple 58.
A flow path 60 is formed that communicates with the two.

ベース44および拡開機52は、たとえば、作業者が入
ることができない大きさの新設管路の場合、ローブを新
設管路14の一端から他端に通し、該ローブを新設管路
14の他端部側において拡開機52に連結し、該ローブ
を新設管路14の一端部の側へ所定距離移動させること
により、新設管路14内の所定の位置へ移動させること
ができる。この場合、テレビシジンカメラを拡開機52
に装着し、該テレビジョンカメラによる映像をモニタで
監視しつつベース44および拡開機52を移動させるこ
とが好ましい。
For example, in the case of a newly constructed pipeline whose size is too large for a worker to enter, the base 44 and the expander 52 pass the lobes from one end of the newly constructed pipeline 14 to the other end, and pass the lobes to the other end of the newly constructed pipeline 14. The lobe can be moved to a predetermined position within the newly installed pipe line 14 by connecting it to the expander 52 on the side thereof and moving the lobe a predetermined distance toward one end of the newly installed pipe line 14. In this case, the TV sigine camera is connected to the expander 52.
It is preferable that the base 44 and the expander 52 be moved while the base 44 and the expander 52 are mounted on the television camera and monitored on a monitor.

ベース44および拡開機52が所定の位置へ移動される
と、拡開機52のニップル58に圧力流体がさらに供給
され、膨張部56かさらに膨張される。これにより、ベ
ース44は、ベース部46の両端部が僅かに重なる程度
にすなわち雄係合部50がいずれかの雌係合部48と係
合可能になる程度に半径方向へ拡開される。その結果、
接続部材40のフランジ部40bかベース部46により
新設管路14の内面に押圧され、フランジ部40bの突
出部42が弾性変形される。
Once the base 44 and expander 52 are moved into position, more pressure fluid is supplied to the nipple 58 of the expander 52, causing the expansion section 56 to further expand. As a result, the base 44 is expanded in the radial direction to the extent that both ends of the base portion 46 slightly overlap, that is, to the extent that the male engaging portion 50 can engage with any of the female engaging portions 48 . the result,
The flange portion 40b of the connecting member 40 is pressed against the inner surface of the newly installed pipeline 14 by the base portion 46, and the protruding portion 42 of the flange portion 40b is elastically deformed.

その後、膨張部56内の圧力流体が除去されると、ベー
ス44は、突出部42の復元力により、雄係合部50か
いずれかの雌係合部48と係合するまでわずかに縮小さ
れる。このため、フランジ部40bはベース44により
新設管路14の内面に押圧された状態に維持され、新設
管路14の内面とフランジ部40bとの間は液密的に維
持され、フランジ部40bとベース44との間は気密的
に維持される。
Thereafter, when the pressure fluid in the expansion part 56 is removed, the base 44 is slightly contracted by the restoring force of the protrusion 42 until it engages either the male engagement part 50 or the female engagement part 48. Ru. Therefore, the flange portion 40b is maintained in a state pressed against the inner surface of the newly installed pipeline 14 by the base 44, and the space between the inner surface of the newly installed pipeline 14 and the flange portion 40b is maintained liquid-tight, and the flange portion 40b and The space between the base 44 and the base 44 is maintained airtight.

ベース44を用いる場合は、ベース44を第8図の状態
に維持し、拡開機を除去した後、接続部材40のホース
部40aを空気により膨張させ、第2の管18の内面に
沿って伸ばし、その状態に加熱空気または光により嫂化
させてもよい。ホース部40aは、ホース部40aの新
設管路14側の端部開口がベース44により閉鎖されて
いるから、たとえば、他端部の側から圧縮空気を供給す
ることにより膨弓長させることができる。
When the base 44 is used, the base 44 is maintained in the state shown in FIG. , and may be brought to that state by heating air or light. Since the end opening of the hose part 40a on the side of the newly installed conduit 14 is closed by the base 44, the hose part 40a can be expanded in length by supplying compressed air from the other end side, for example.

その後、取付管路12と新設管路14とを連通ずる穴が
ベース44に形成される。しかし、話人は、予め形成し
ておいていてもよい。
Thereafter, a hole is formed in the base 44 to communicate the attached pipe line 12 and the newly installed pipe line 14. However, the speaker may be formed in advance.

ホース部40aの厚さ、フランジ部40bのPJさ、突
出部42の高さ、およびベース44の厚さは、それぞれ
、たとえば0.2〜5mm、1〜6mm、4〜8mm、
および0.5〜3rnmとすることかてきる。
The thickness of the hose portion 40a, the PJ height of the flange portion 40b, the height of the protruding portion 42, and the thickness of the base 44 are, for example, 0.2 to 5 mm, 1 to 6 mm, 4 to 8 mm, respectively.
and 0.5 to 3 nm.

接続部材40はゴム、合成樹脂のような高分子材料製で
あることか好ましい。これに対し、ベース44は、ステ
ンレス、銅、銅合金のように、耐食性を有する金属材料
製であることか好ましい。
Preferably, the connecting member 40 is made of a polymeric material such as rubber or synthetic resin. On the other hand, the base 44 is preferably made of a metal material having corrosion resistance, such as stainless steel, copper, or copper alloy.

しかし、ベース44を合成樹脂製、特に強化プラスチッ
ク製としてもよい。
However, the base 44 may be made of synthetic resin, particularly reinforced plastic.

第8図に示すように、接続部材40およびベース44を
配置するに先立って、新設管路14の内面にフランジ部
38b、40bおよびベース44を受は入れる凹所62
を形成することが好ましい。これにより、フランジ部3
8b、40bおよびベース44か新設管路14の内面か
ら突出することを1坊止することができる。
As shown in FIG. 8, before placing the connecting member 40 and the base 44, a recess 62 is formed on the inner surface of the newly installed conduit 14 to receive the flanges 38b, 40b and the base 44.
It is preferable to form As a result, the flange portion 3
8b, 40b and the base 44 can be prevented from protruding from the inner surface of the newly installed conduit 14.

接続部材40の突出部42は、ベース44が拡開された
とき弾性変形してベース44の雌係合部48と雄係合部
50とを係合させる形状であれば、環状である必要はな
く、円鉗形等の多数の突出部であってもよい。また、接
続部材40に突出部を形成する代りに、フランジ部40
bの厚さを大きくしてもよい。
The protruding portion 42 of the connecting member 40 does not need to be annular as long as it has a shape that elastically deforms when the base 44 is expanded to engage the female engaging portion 48 and the male engaging portion 50 of the base 44. Instead, it may be a large number of protrusions, such as a circular hook shape. Moreover, instead of forming the protruding part on the connecting member 40, the flange part 40
The thickness of b may be increased.

接続部材40に突出部を形成する代りに、第9図に示す
スリーブ64を用いてもよい。スリーブ64は、ゴムの
ように弾性変形可能の材料からなり、また、新設管路1
4の内径より小さい外径を有する。
Instead of forming a protrusion on the connecting member 40, a sleeve 64 shown in FIG. 9 may be used. The sleeve 64 is made of an elastically deformable material such as rubber, and the sleeve 64 is made of an elastically deformable material such as rubber.
It has an outer diameter smaller than the inner diameter of 4.

スリーブ64を用いるとき、ベース44は、第10図に
示すように筒の形に巻かれた状態てスリーブ64の内側
に配置される。その状態て、ベース44およびスリーブ
64は、第8図に示す拡開機52に配置され、拡開機5
2とともに新設管路14内の所定の箇所へ移動され、拡
開機52の膨張部56が膨張されることにより半径方向
へ拡開される。
When the sleeve 64 is used, the base 44 is placed inside the sleeve 64 while being rolled into a cylinder as shown in FIG. In this state, the base 44 and the sleeve 64 are placed in the expander 52 shown in FIG.
2 to a predetermined location within the newly installed conduit 14, and is expanded in the radial direction by expanding the expansion portion 56 of the expander 52.

これにより、スリーブ64は、第11図に示すように、
弾性変形されて接続部材40のフランジ部40bを新設
管路14の内面に押圧する。
As a result, the sleeve 64, as shown in FIG.
The flange portion 40b of the connecting member 40 is elastically deformed and pressed against the inner surface of the newly installed conduit 14.

拡開機52の膨張部56が収縮されると、スリーブ64
は、ベース44の雌係合部といずれかの雌係合部とが係
合するように、ベース44を僅かに縮小させる。
When the expansion part 56 of the expander 52 is deflated, the sleeve 64
The base 44 is slightly reduced so that the female engaging portion of the base 44 engages with any of the female engaging portions.

その後、拡開機52が除去され、取付管路12と新設管
路14とを連通させる穴がベース44およびスリーブ6
4に形成される。スリーブ64を用いる場合も、フラン
ジ部38b、40b、スリーブ64およびベース44を
配置する凹所66を新設管路14の内面に形成すること
が好ましい。
After that, the expander 52 is removed, and the hole connecting the attached pipe line 12 and the newly installed pipe line 14 is opened to the base 44 and the sleeve 6.
4 is formed. Even when the sleeve 64 is used, it is preferable to form a recess 66 on the inner surface of the newly installed conduit 14 in which the flanges 38b, 40b, the sleeve 64, and the base 44 are arranged.

ベース44の雌係合部としては、ベース部46に形成さ
れた穴、ベース部46の一部をその一方の面の側から他
方の面の側に打ち出し、打出された部位を変形した舌片
等、他の係合部を用いることがてきる。雄係合部も、突
起のような他の係合部とすることかできる。
The female engagement portion of the base 44 includes a hole formed in the base portion 46, a tongue piece formed by punching out a part of the base portion 46 from one surface side to the other surface side, and deforming the punched out portion. Other engaging portions, such as, may be used. The male engagement portion may also be another engagement portion such as a protrusion.

接続部材38は、接続部材38.40が第5図、第8図
または第10図に示すように配置された状態において、
接続部材40の補強材として作用する。しかし、接続部
材の機械的強度が大きいときは、接続部材38を用いな
くてもよい。
The connecting member 38, when the connecting member 38, 40 is arranged as shown in FIG. 5, FIG. 8 or FIG.
It acts as a reinforcing material for the connecting member 40. However, when the mechanical strength of the connecting member is high, the connecting member 38 may not be used.

本発明は、作業者が入ることができない管路の更新方法
として好適であるか、作業者が入ることができる管路の
更新方法にも適用することかてきる。
The present invention is suitable as a method for renewing pipelines that cannot be entered by workers, or can be applied to methods for renewing pipelines that workers can enter.

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

第1図は本発明により更新される既設管路の一実施例を
示す断面図、第2図は取付管路を切断する装置の一実施
例を示す断面図、第3図は既設管路およびその周りの土
砂を掘削機により掘削している状態を示す断面図、第4
図は取付管路と新設管路に形成された穴との位置関係を
示す断面図、第5図は取付管路と新設管路とを接続部材
により接続した状態を示す断面図、第6図はベースの一
実施例を示す斜視図、第7図は筒の形に巻かれたベース
を示す斜視図、第8図は第6図のへ一スを装着した管路
をベース用の拡開機とともに示す断面図、第9図はスリ
ーブとベースとの組み合わせの斜視図、第10図は第9
図のスリーブおよびベースを新設管路内に配置した状態
を示す断面図である。 IO:既設管路、    12:取付管路、14:新設
管路、   16.切断位置、18:切断装置、 34 シールド型トンネル掘削機、 38.40・接続部材、40a:ホース部、40b  
フランジ部、  42・突出部、44・ベース、   
  46:ベース部、48:雌係合部、    50・
雌係合部、52、拡開機、     62.66:凹所
、64°スリーブ。
FIG. 1 is a cross-sectional view showing an embodiment of an existing pipe line updated according to the present invention, FIG. 2 is a cross-sectional view showing an example of a device for cutting an attached pipe line, and FIG. A cross-sectional view showing the state in which the earth and sand around it are being excavated by an excavator, No. 4
The figure is a cross-sectional view showing the positional relationship between the attached pipe line and the hole formed in the new pipe line, Figure 5 is a cross-sectional view showing the state where the attached pipe line and the new pipe line are connected by a connecting member, and Figure 6 7 is a perspective view showing an embodiment of the base, FIG. 7 is a perspective view showing the base rolled into a tube shape, and FIG. 8 is a conduit equipped with the heel of FIG. 6 as an expander for the base. FIG. 9 is a perspective view of the combination of the sleeve and base, and FIG.
It is a sectional view showing a state where the sleeve and base of the figure are arranged in a new pipe line. IO: Existing pipeline, 12: Installed pipeline, 14: New pipeline, 16. Cutting position, 18: Cutting device, 34 Shield type tunnel excavator, 38.40 Connection member, 40a: Hose part, 40b
Flange part, 42・Protrusion part, 44・Base,
46: Base part, 48: Female engaging part, 50.
Female engaging portion, 52, expander, 62.66: recess, 64° sleeve.

Claims (1)

【特許請求の範囲】 (1)地中に埋設されている既設管路を撤去し、その跡
に新設管路を敷設することにより管路を更新する方法で
あって、 前記既設管路に接続されている取付管路を前記既設管路
の側の端部において切断して前記既設管路から分離し、 トンネル掘削機を前記既設管路に沿って前進させて前記
既設管路を前記トンネル掘削機で掘削することにより撤
去しつつその跡に新設管路を敷設することを含む、管路
の更新方法。 (2)さらに、前記新設管路に穴を穿ち、該穴を介して
前記新設管路と前記取付管路とを連通させる不透水性の
接続手段を配置することを含む、請求項(1)に記載の
更新方法。(3)前記接続手段は、伸縮可能のホース部
と該ホース部の一端に一体的に続くフランジ部とを有し
、該接続手段を、前記フランジ部が前記新設管路内とな
りかつ前記ホース部が前記取付管路内となるように、前
記新設管路および前記取付管路に配置し、次いで前記フ
ランジ部が前記新設管路の内面に液密的に接触しかつ前
記ホース部が前記取付管路内を伸びるように、前記接続
手段を維持する、請求項(2)に記載の更新方法。 (4)半径方向へ拡開可能に筒の形に巻かれたシート状
のベースを前記新設管路内に配置し、前記ベースを半径
方向へ拡開させて前記フランジ部を前記ベースにより前
記新設管路の内面に押圧し、前記ベースに設けられた複
数の係合部を互いに係合させて前記ベースを拡開させた
状態に維持し、それにより、前記フランジ部を前記新設
管路の内面に液密的に接触させた状態に維持する、請求
項(3)に記載の更新方法。 (5)さらに、前記接続手段および前記ベースを配置す
るに先立って、少なくとも前記フランジ部および前記ベ
ースを配置する凹所を前記新設管路の内面に形成するこ
とを含む、請求項(4)に記載の更新方法。 (6)さらに、弾性変形可能のスリーブと、半径方向へ
拡開可能に筒の形に巻かれた状態で前記スリーブ内に配
置されたシート状のベースとを前記新設管路内に配置し
、前記ベースを半径方向へ拡開させて前記フランジ部を
前記ベースおよび前記スリーブにより前記新設管路の内
面に押圧し、前記ベースに設けられた複数の係合部を互
いに係合させて前記ベースを拡開させた状態に維持し、
それにより、前記フランジ部を前記新設管路の内面に液
密的に接触させた状態に維持する、請求項(3)に記載
の更新方法。 (7)さらに、前記接続手段、前記スリーブおよび前記
ベースを配置するに先立って、前記フランジ部、前記ス
リーブおよび前記ベースを配置する凹所を前記新設管路
の内面に形成する、請求項(6)に記載の更新方法。 (8)前記新設管路の内面の形状を記憶している形状記
憶合金および形状記憶樹脂の少なくともいずれか一方で
作られたスリーブを前記新設管路内に配置した後、前記
スリーブを元の形状に復帰させ、それにより、前記フラ
ンジ部を前記スリーブにより前記新設管路の内面に液密
的に接触さた状態に維持する、請求項(3)に記載の更
新方法。
[Claims] (1) A method of renewing a pipeline by removing an existing pipeline buried underground and laying a new pipeline in its place, the method comprising connecting to the existing pipeline. cutting the attached pipe line at the end on the side of the existing pipe line to separate it from the existing pipe line, and moving the tunnel excavation machine forward along the existing pipe line to excavate the existing pipe line. A method of renewing pipelines that involves removing them by excavating them with a machine and laying new pipelines in their place. (2) Claim (1) further comprising: drilling a hole in the newly installed pipeline, and arranging an impermeable connecting means for communicating the newly installed pipeline and the attached pipeline through the hole. Update method described in. (3) The connecting means has an expandable hose portion and a flange portion that integrally continues to one end of the hose portion, and the connecting means is connected to the hose portion so that the flange portion is within the newly constructed conduit and the hose portion is connected to the hose portion. is arranged in the new pipe line and the attached pipe line so that the flange part is in fluid-tight contact with the inner surface of the new pipe line, and the hose part is in the attached pipe line. The updating method according to claim 2, wherein the connecting means is maintained so as to extend within the road. (4) A sheet-like base wound into a tube shape so as to be expandable in the radial direction is placed in the newly constructed pipe, and the base is expanded in the radial direction to allow the flange portion to be attached to the newly constructed pipe by the base. The base is maintained in an expanded state by pressing against the inner surface of the conduit and a plurality of engaging portions provided on the base are engaged with each other, whereby the flange portion is pressed against the inner surface of the newly installed conduit. The renewal method according to claim 3, wherein the renewal method is maintained in a state of being in liquid-tight contact with. (5) The method according to claim (4) further includes forming a recess in which at least the flange portion and the base are to be placed in the inner surface of the newly installed conduit prior to arranging the connecting means and the base. How to update the information. (6) Further, an elastically deformable sleeve and a sheet-like base disposed within the sleeve in a radially expandable cylindrical shape are disposed within the newly constructed conduit, The base is expanded in the radial direction, the flange portion is pressed against the inner surface of the newly installed pipeline by the base and the sleeve, and the plurality of engaging portions provided on the base are engaged with each other to open the base. keep it expanded,
The renewal method according to claim 3, wherein the flange portion is maintained in a state in which it is in liquid-tight contact with the inner surface of the newly installed pipeline. (7) Furthermore, prior to arranging the connecting means, the sleeve, and the base, a recess in which the flange portion, the sleeve, and the base are arranged is formed in the inner surface of the newly installed conduit. ). (8) After placing a sleeve made of at least one of a shape memory alloy and a shape memory resin that memorizes the shape of the inner surface of the newly installed pipe into the newly installed pipe, the sleeve is returned to its original shape. 4. The renewal method according to claim 3, wherein the flange portion is maintained in a state in which it is in liquid-tight contact with the inner surface of the newly installed pipeline by the sleeve.
JP2187268A 1990-07-17 1990-07-17 How to update the pipeline Expired - Fee Related JP2586959B2 (en)

Priority Applications (1)

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JP2187268A JP2586959B2 (en) 1990-07-17 1990-07-17 How to update the pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2187268A JP2586959B2 (en) 1990-07-17 1990-07-17 How to update the pipeline

Publications (2)

Publication Number Publication Date
JPH0478392A true JPH0478392A (en) 1992-03-12
JP2586959B2 JP2586959B2 (en) 1997-03-05

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006312283A (en) * 2005-05-09 2006-11-16 Asahi Tec Corp Repairing material and pull-in repairing method using it
US7994415B2 (en) 2008-11-21 2011-08-09 Panasonic Corporation Thermoelectric device and power generation method using the same
US8552284B2 (en) 2010-07-30 2013-10-08 Panasonic Corporation Pipe-shaped thermoelectric power generating device
JP2014040903A (en) * 2012-07-24 2014-03-06 Sekisui Chem Co Ltd Replacement method of existent pipe
JP5584344B1 (en) * 2013-10-24 2014-09-03 ヨネ株式会社 Rehabilitation pipe branching method and branching part structure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60245888A (en) * 1984-05-21 1985-12-05 芦森工業株式会社 Method of treating branch port in lined duct and instrument
JPS6223189A (en) * 1985-07-23 1987-01-31 Sharp Corp Semiconductor laser element
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
JPS6383482A (en) * 1986-09-25 1988-04-14 株式会社 栗本鉄工所 Method of replacing existing main pipe with novel main pipe
JPS6458896A (en) * 1987-08-28 1989-03-06 Taisei Corp Method of executing flexible joint of buried pipe
JPH0235286A (en) * 1988-07-22 1990-02-05 Japan Steel & Tube Constr Co Ltd Replacing construction for already laid pipe

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60245888A (en) * 1984-05-21 1985-12-05 芦森工業株式会社 Method of treating branch port in lined duct and instrument
JPS6223189A (en) * 1985-07-23 1987-01-31 Sharp Corp Semiconductor laser element
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
JPS6383482A (en) * 1986-09-25 1988-04-14 株式会社 栗本鉄工所 Method of replacing existing main pipe with novel main pipe
JPS6458896A (en) * 1987-08-28 1989-03-06 Taisei Corp Method of executing flexible joint of buried pipe
JPH0235286A (en) * 1988-07-22 1990-02-05 Japan Steel & Tube Constr Co Ltd Replacing construction for already laid pipe

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006312283A (en) * 2005-05-09 2006-11-16 Asahi Tec Corp Repairing material and pull-in repairing method using it
JP4666599B2 (en) * 2005-05-09 2011-04-06 旭テック環境ソリューション株式会社 Repair material and pull-in repair method using it
US7994415B2 (en) 2008-11-21 2011-08-09 Panasonic Corporation Thermoelectric device and power generation method using the same
US8552284B2 (en) 2010-07-30 2013-10-08 Panasonic Corporation Pipe-shaped thermoelectric power generating device
JP2014040903A (en) * 2012-07-24 2014-03-06 Sekisui Chem Co Ltd Replacement method of existent pipe
JP5584344B1 (en) * 2013-10-24 2014-09-03 ヨネ株式会社 Rehabilitation pipe branching method and branching part structure

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