JPH08261363A - Method and device for applying lining on pipe conduit in deformed section - Google Patents

Method and device for applying lining on pipe conduit in deformed section

Info

Publication number
JPH08261363A
JPH08261363A JP7091650A JP9165095A JPH08261363A JP H08261363 A JPH08261363 A JP H08261363A JP 7091650 A JP7091650 A JP 7091650A JP 9165095 A JP9165095 A JP 9165095A JP H08261363 A JPH08261363 A JP H08261363A
Authority
JP
Japan
Prior art keywords
pipe
shaped member
roller
lining
section
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
JP7091650A
Other languages
Japanese (ja)
Other versions
JP3035466B2 (en
Inventor
Naoki Kitahashi
直機 北橋
Yasushi Kitayama
康 北山
Shigeki Akimoto
栄器 秋元
Hamao Yamashiro
浜夫 山城
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.)
Sekisui Chemical Co Ltd
Adachi Construction and Industry Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Adachi Construction and Industry Co 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 Sekisui Chemical Co Ltd, Adachi Construction and Industry Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP7091650A priority Critical patent/JP3035466B2/en
Priority to TW84111132A priority patent/TW301682B/zh
Priority to MYPI95003912A priority patent/MY111858A/en
Publication of JPH08261363A publication Critical patent/JPH08261363A/en
Application granted granted Critical
Publication of JP3035466B2 publication Critical patent/JP3035466B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Lining Or Joining Of Plastics Or The Like (AREA)

Abstract

PURPOSE: To cope with a pipe conduit in a deformed section by a method wherein a belt-like member having two side edges between which a joint is formed is continuously fed and helically wound and the joints making contact with each other are joined together by an applying device, containing a molding frame where a number of guide rollers are interconnected, to additionally form a lining pipe. CONSTITUTION: When a pipe conduit is applicable for a sewerage work, a belt-like member 100 is wound from a manual work position several times to produce a lining pipe R for a start. A lining applying device S containing a mold frame 1 where a number of guide rollers 2 are interconnected is incorporated in the inner side of the lining pipe R for a start. The inner and outer surface rollers 3 and 4 of the joining mechanism part 5 of the applying device S are rotated and by the nipping force of the two members, the joints making contact with each other of the belt-like member 100 are joined together. Simultaneously, through the engagement guide work of the annular flange part of the outer surface roller 4 and the groove of the belt-like member 100, the whole of the applying device S is revolved in the peripheral direction of a pipe and advanced in the axial direction of the pipe, and the belt-like member 100 is helically wound to orderly manufacture a lining pipe R.

Description

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

【0001】イ.発明の目的 (1) 産業上の利用分野 この発明は、下水道管、上水道管及びガス管等の既設の
管渠において、円形の一般断面に限定されず、矩形ある
いは卵形等の異形断面をなす管渠に対し、その管渠の内
面にライニング層を施工するライニング施工方法及びそ
の方法の実施に使用されるライニング施工装置に関し、
更に詳しくは、長尺の板状体よりなる帯状部材を螺旋状
に捲回して形成された管状体いわゆるライニング管を矩
形断面の管渠内に挿入してなされるライニング施工方法
及びそのライニング施工装置に関する。
A. OBJECT OF THE INVENTION (1) Industrial field of application The present invention is not limited to a circular general cross section in existing sewer pipes such as sewer pipes, water supply pipes, and gas pipes, but has an irregular cross section such as a rectangle or an oval. Regarding a pipe, a lining construction method for constructing a lining layer on the inner surface of the pipe and a lining construction device used for carrying out the method,
More specifically, a lining construction method and a lining construction apparatus for inserting a tubular body, which is formed by spirally winding a strip-shaped member made of a long plate-shaped member, into a pipe with a rectangular cross section Regarding

【0002】(2) 従来の技術 一般の円形断面を有する管渠におけるライニング施工技
術の一態様として、例えば、特公平2−312136号
公報が公知である。すなわち、この従来技術において
は、管渠の人孔に設置された製管機より出発し、連続的
に供給される帯状部材を螺旋状に捲回して形成したライ
ニング管を既設管渠内に回転動すなわちスラスト力を伴
って送り込んで行くものである。しかしながら、この従
来技術によっては、ライニング管が長尺になるにつれ、
その重量が増大することに加え、該ライニング管の外面
と管渠の管壁との摩擦抵抗が増大し、大きなスラスト力
を要することになる。また、大径になるにつれ単位長さ
当たりの重量も増大することは同様であり、更に大きな
スラスト力を要することになる。このため、必要なスラ
スト力を得るため動力設備が大型化し、設備費用が嵩む
ものとなる。従って、この従来技術においては長尺化・
大径化に問題がある。更にまた、この従来技術において
は管渠の曲がりに対処することができないことも問題点
の一つである。
(2) Conventional Technology As one aspect of a lining construction technology for a pipe having a general circular cross section, for example, Japanese Patent Publication No. 2-312136 is known. That is, in this conventional technique, a lining pipe formed by spirally winding a continuously supplied strip-shaped member is started from a pipe-making machine installed in a human hole of the pipe and rotated in an existing pipe. It is sent with movement, that is, thrust force. However, according to this conventional technique, as the lining pipe becomes longer,
In addition to the increase in the weight, the frictional resistance between the outer surface of the lining pipe and the pipe wall of the pipe is increased, and a large thrust force is required. In addition, the weight per unit length increases as the diameter increases, and a larger thrust force is required. For this reason, the power equipment becomes large in size to obtain the necessary thrust force, and the equipment cost increases. Therefore, in this conventional technology, lengthening and
There is a problem in increasing the diameter. Furthermore, in this conventional technique, it is also a problem that the bending of the pipe cannot be dealt with.

【0003】そこで、本出願人においては、この問題を
解決すべく、先に特開平5−169539号(以下、先
願技術という)をもって、管渠内において帯状体を螺旋
状に巻回し、相互に隣接する帯状体の側縁部同士を係合
させることにより螺旋管を製造して該螺旋管により管路
内周面をライニングする管路内周面のライニング施工法
を提案した。これによれば、製管されるランニング管の
前方に新たに供給される帯状部材をもってライニング管
を付加形成するものであるので、長尺のライニング管の
製作を実現することができる。しかしながら、この先願
技術においては、製管部位における製管ローラを取り付
ける枠体が剛直となっており、円形断面の管渠への適用
に限定されている。すなわち、矩形断面の管渠に対して
は、直角状の角部に枠体が十分に届かないばかりでな
く、角部での接合が不安定となり、その適用に限界があ
る。
Therefore, in order to solve this problem, the applicant of the present invention previously disclosed in Japanese Patent Laid-Open No. 5-169539 (hereinafter, referred to as prior application technology) in which a strip-shaped body is spirally wound in a pipe and mutually Has proposed a lining construction method for the inner peripheral surface of the pipe, in which the spiral pipe is manufactured by engaging the side edges of the strips adjacent to each other and the inner peripheral surface of the pipe is lined by the spiral pipe. According to this, since the lining pipe is additionally formed with the band-shaped member newly supplied in front of the running pipe to be manufactured, it is possible to realize the production of the long lining pipe. However, in this prior-art technique, the frame body to which the pipe-making roller is attached at the pipe-making site is rigid, and is limited to application to a pipe with a circular cross section. That is, with respect to a pipe with a rectangular cross section, not only the frame does not sufficiently reach the right angled corner, but also the joining at the corner becomes unstable, which limits its application.

【0004】(3) 発明が解決しようとする課題 本発明はこの先願技術を更に発展させたものであり、円
形の一般断面に限定されず、矩形あるいは卵形等の異形
断面をなす管渠にも対応できる異形断面管渠内における
ライニング施工技術を提供することを目的とする。
(3) Problem to be Solved by the Invention The present invention is a further development of this prior art, and is not limited to a circular general cross section, but to a pipe having a modified cross section such as a rectangle or an oval. It is an object of the present invention to provide a lining construction technique in a pipe with a modified cross section that can also be applied.

【0005】ロ.発明の構成 (1) 問題点を解決するための手段 本発明の異形断面管渠内におけるライニング施工方法及
びその施工装置は上記目的を達成するため、次の構成を
採る。すなわち、第1番目の発明は異形断面管渠内にお
けるライニング施工方法に係り、請求項1に記載のとお
り、異形断面管渠内において、両側縁部に接合部が形成
された長尺の帯状部材を連続的に供給するとともに螺旋
状に捲回し、相接する接合部相互を接合させて形成され
た管状体を残置させ、この既に形成された管状体の前方
に新たに供給される帯状部材をもってライニング管を付
加形成する方法であって、所定の幅と横剛性とを有し、
リンク機構をもって屈撓自在とされ各リンク体の中折れ
が防止された成形フレーム回りに前記帯状部材の内面に
当接する案内ローラが装着され、かつ、この成形フレー
ムに、既に形成された管状体の端縁部において、帯状部
材の外面に当接する外面ローラと帯状部材の内面に当接
する内面ローラとの2つのローラからなる接合ローラ部
を配し、前記接合ローラ部でのローラを回転駆動させる
とともに、既に形成された管状体と新たに供給される帯
状部材との接合部相互の位置において前記2つの外面及
び内面ローラで挟着する、ことを特徴とする。第2番目
の発明は第1番目の発明を実施する施工装置であって、
請求項2に記載のとおり、異形断面管渠内において、両
側縁部に接合部が形成された長尺の帯状部材を連続的に
供給して螺旋状に捲回し、相接する継手相互を係合させ
て形成して管状体を付加形成するライニング施工装置で
あって、所定の幅と横剛性とを有し、リンク機構をもっ
て屈撓自在にして各リンク体の中折れが防止された成形
フレーム、前記成形フレーム回りに装着され、前記管状
体の内面に当接する案内ローラ、前記成形フレームを介
して取り付けられ、前記既に形成された管状体と新たに
供給される帯状部材との接合部相互の位置に配されると
ともに帯状部材を挟着する外面ローラと内面ローラとか
らなる接合機構部、からなることを特徴とする。なお、
叙上の第1・第2番目の発明は円形断面管への適用を除
外するものではない。
[0005] b. Configuration of the Invention (1) Means for Solving the Problems In order to achieve the above-mentioned object, the lining construction method and the construction apparatus for the lining in the irregular cross section pipe of the present invention have the following configurations. That is, the first aspect of the present invention relates to a lining construction method in a modified cross-section pipe, and as described in claim 1, in the modified cross-section pipe, a long strip-shaped member having joints formed on both side edges. Is continuously fed and spirally wound, and the tubular body formed by joining the mutually joined joint parts is left, and a band-shaped member newly fed is provided in front of this already formed tubular body. A method of additionally forming a lining pipe, having a predetermined width and lateral rigidity,
A guide roller that is in contact with the inner surface of the belt-shaped member is mounted around the molding frame that is flexible and has a link mechanism and in which the center bending of each link body is prevented, and the molding frame has a tubular body already formed. At the end edge portion, a joining roller portion composed of two rollers, an outer surface roller abutting on the outer surface of the belt-shaped member and an inner surface roller abutting on the inner surface of the belt-shaped member, is provided, and the roller in the joining roller portion is driven to rotate. It is characterized in that it is sandwiched between the two outer and inner rollers at the position where the tubular body already formed and the band-shaped member to be newly supplied are joined to each other. A second invention is a construction device for carrying out the first invention,
As described in claim 2, a long strip-shaped member having joints formed on both side edges is continuously supplied and spirally wound in the modified cross-section pipe, and the joints that contact each other are engaged with each other. A lining construction device that is formed by joining together to form a tubular body, and has a predetermined width and lateral rigidity, and is formed by a link mechanism so that the linking frame can be flexibly bent to prevent center bending of each link body. A guide roller that is mounted around the molding frame and abuts on the inner surface of the tubular body, and a joint portion between the already formed tubular body and a newly supplied belt-shaped member that is attached via the molding frame. It is characterized by comprising a joining mechanism portion which is arranged at a position and which has an outer surface roller and an inner surface roller for sandwiching a strip-shaped member. In addition,
The above-mentioned first and second inventions do not exclude the application to circular cross-section pipes.

【0006】第3番目の発明は更に別の異形断面管渠内
におけるライニング施工方法に係り、請求項3に記載の
とおり、異形断面管渠内において、両側縁部に接合部が
形成された長尺の帯状部材を連続的に供給するとともに
螺旋状に捲回し、相接する接合部相互を接合させて形成
された管状体を残置させ、この既に形成された管状体の
前方に新たに供給される帯状部材をもってライニング管
を付加形成する方法であって、所定の幅と横剛性とを有
し、リンク機構をもって屈撓自在の成形フレーム回りに
前記帯状部材の内面に当接する案内ローラが装着され、
かつ、この成形フレームに、既に形成された管状体の端
縁部において、帯状部材の外面に当接する外面ローラと
帯状部材の内面に当接する内面ローラとの2つのローラ
からなる接合ローラ部を配し、前記接合ローラ部でのロ
ーラを回転駆動させるとともに、既に形成された管状体
と新たに供給される帯状部材との接合部相互の位置にお
いて前記2つの外面及び内面ローラで挟着し、前記成形
フレームを該成形フレームの内側に配され、剛性を保持
するとともに異形断面形状に合致した形状をなす規制フ
レーム回りに回転させることを特徴とする。第4番目の
発明は第3番目の発明を実施する施工装置であって、請
求項4に記載のとおり、異形断面管渠内において、両側
縁部に接合部が形成された長尺の帯状部材を連続的に供
給して螺旋状に捲回し、相接する継手相互を係合させて
形成して管状体を付加形成するライニング施工装置であ
って、所定の幅と横剛性とを有し、リンク機構をもって
屈撓自在の成形フレーム、前記成形フレーム回りに装着
され、前記管状体の内面に当接する案内ローラ、前記成
形フレームを介して取り付けられ、前記既に形成された
管状体と新たに供給される帯状部材との接合部相互の位
置に配されるとともに帯状部材を挟着する外面ローラと
内面ローラとからなる接合機構部、前記成形フレームの
内側に配され、剛性を保持するとともに異形断面形状の
案内軌道を有し、前記成形フレームの移動を規制する規
制フレーム、からなることを特徴とする。
A third aspect of the present invention relates to still another method for lining a pipe in a modified cross-section pipe, and as described in claim 3, in the modified cross-section pipe, a length in which joints are formed at both side edges is provided. A strip-shaped member of continuous length is continuously supplied and spirally wound, and a tubular body formed by joining mutually adjoining joint parts is left, and is newly supplied in front of this already formed tubular body. A method of additionally forming a lining pipe with a strip-shaped member, wherein a guide roller having a predetermined width and lateral rigidity and having a link mechanism is provided around the flexible frame around which the guide roller is in contact with the inner surface of the strip-shaped member. ,
In addition, a joining roller portion including two rollers, an outer surface roller contacting the outer surface of the belt-shaped member and an inner surface roller contacting the inner surface of the belt-shaped member, is arranged on the molding frame at the edge portion of the already formed tubular body. Then, the roller in the joining roller portion is driven to rotate, and the two outer and inner rollers are sandwiched between the already formed tubular body and the newly-supplied belt-like member at the joining portion mutual position, It is characterized in that the molding frame is arranged inside the molding frame, and is rotated around a restriction frame which maintains rigidity and has a shape matching the irregular cross-sectional shape. 4th invention is a construction apparatus which implements 3rd invention, Comprising: As described in Claim 4, in a modified cross-section pipe, the elongate strip | belt-shaped member which the joint part was formed in the both side edge parts. Is a continuous supply and spirally wound, is a lining construction device that is formed by engaging mutually adjacent joints to form a tubular body, having a predetermined width and lateral rigidity, A flexible frame having a link mechanism, a guide frame that is mounted around the molding frame and abuts against the inner surface of the tubular body, and is attached via the molding frame, and is newly supplied with the already formed tubular body. And a joining mechanism portion including an outer roller and an inner roller for sandwiching the belt-shaped member, which are arranged at the positions of the joints with the belt-shaped member, and arranged inside the molding frame to maintain rigidity and have an irregular cross-sectional shape. Guide rail The a, characterized by comprising the regulatory frame, for restricting the movement of the forming frame.

【0007】(2) 作用 第1番目の異形断面管渠内におけるライニング施工方法
の発明において、成形フレームは異形断面管渠の断面に
適合する形状・周長が選択される。帯状部材の閉合部位
で接合ローラ部の外面ローラ及び内面ローラの挟着作用
により相接する接合部の相互は係合される。接合ローラ
部は常に閉合部位に位置し、新たに供給される帯状部材
とともに所定のピッチで管軸方向に前進する。これによ
り、本施工装置は全体的に公転し、帯状部材は連続的に
閉合されてライニング管が形成される。このライニング
管の形成において、成形フレームは屈撓自在となってお
り、かつ、中折れが防止されているので、管渠の内周に
沿って形成され、異形断面に適合する。外面ローラと帯
状部材の外面に形成された凹溝とが係合する態様にあっ
ては、確実な送りが得られる。第2番目の発明の異形断
面管渠内におけるライニング施工装置において、成形フ
レームは異形断面管渠の断面に適合する形状・周長が選
択される
(2) Action In the invention of the first lining construction method in the irregular cross section pipe, the shape and perimeter of the molding frame are selected so as to match the cross section of the irregular cross pipe. At the closed portion of the belt-shaped member, the outer and inner rollers of the joining roller portion are engaged with each other by the sandwiching action of the joining rollers. The joining roller portion is always located at the closed portion, and advances in the pipe axis direction at a predetermined pitch together with the newly supplied belt-shaped member. As a result, the present construction apparatus revolves around the whole, and the belt-shaped members are continuously closed to form the lining pipe. In forming the lining pipe, the molding frame is flexible and prevented from being bent in the middle, so that the lining pipe is formed along the inner circumference of the pipe and conforms to the irregular cross section. In a mode in which the outer surface roller and the concave groove formed on the outer surface of the belt-shaped member engage with each other, reliable feeding can be obtained. In the lining construction device in the irregular cross-section pipe according to the second aspect of the invention, the shape and perimeter of the forming frame are selected so as to match the cross-section of the irregular cross-section pipe.

【0008】第3番目の発明の異形断面管渠内における
ライニング施工方法において、規制フレームは異形断面
管渠の断面に適合する形状・周長が選択される。成形フ
レームの接合ローラ部により新たに供給される帯状部材
が閉合し、ライニング管が形成される。また、該成形フ
レームは規制フレームにより移動が強制され、帯状部材
を塑性変形させ、規制フレームの形状に合致する異形断
面のライニング管が形成される。第4番目の発明の異形
断面管渠内におけるライニング施工装置において、規制
フレームは異形断面管渠の断面に適合する形状・周長が
選択される。
In the lining construction method in the modified cross section pipe according to the third aspect of the present invention, the shape and circumference of the regulating frame are selected so as to match the cross section of the modified cross section pipe. The strip-shaped members newly supplied by the joining roller portion of the molding frame are closed to form a lining pipe. In addition, the molding frame is forced to move by the restriction frame, and the band-shaped member is plastically deformed to form a lining pipe having an irregular cross section that matches the shape of the restriction frame. In the lining construction device in the modified cross section pipe according to the fourth aspect of the present invention, the regulation frame is selected to have a shape and a perimeter suitable for the cross section of the modified cross section pipe.

【0009】(3) 実施例 本発明の異形断面管渠におけるライニング施工方法及び
その施工装置の実施例を図面に基づいて説明する。 (第1実施例)図1〜図12は本発明の異形断面管渠用
ライニング施工装置の一実施例(第1実施例)を示す。
本実施例においては、異形断面として矩形断面の管渠へ
の適用例を示す。すなわち、図1及び図2・図3は本ラ
イニング施工装置Sの全体の概略を示し、図4〜図12
は本ライニング施工装置Sの各部の構成を示す。また、
図19〜図21は帯状部材の各態様を示す。これらの図
において、Pは矩形断面をなす管渠、Rはライニング管
を示す。なお、本装置Sの進行方向(矢印イ)をもっ
て、前部、後部とする。
(3) Embodiments Embodiments of a lining construction method and a construction apparatus for the modified sectional pipe according to the present invention will be described with reference to the drawings. (First Embodiment) FIGS. 1 to 12 show an embodiment (first embodiment) of a lining construction device for a modified cross section pipe according to the present invention.
In this embodiment, an example of application to a pipe with a rectangular cross section as a modified cross section is shown. That is, FIG. 1 and FIGS. 2 and 3 show the outline of the entire lining construction apparatus S, and FIGS.
Shows the configuration of each part of the lining construction device S. Also,
19 to 21 show various aspects of the belt-shaped member. In these figures, P indicates a pipe having a rectangular cross section, and R indicates a lining pipe. In addition, the traveling direction (arrow a) of the apparatus S is referred to as a front portion and a rear portion.

【0010】帯状部材100,120,140 図19は本実施例のライニング施工において使用される
帯状部材の一例を示す。帯状部材100は本体が一定厚
さの平板状をなし、その外面の長手方向に適宜数(図例
では7)の突条102が連続的に縦設される。突条10
2に先端部にはフランジ102aが形成される。突条1
02の相互間は溝104もしくは溝空間を形成する。内
面106は実質的に平滑に形成される。帯状部材100
の両側には互いに内外に重合して係合する接合部100
A,100Bが形成される。すなわち、前縁側接合部1
00Aはその前端部の突条102Aの基部が膨径され、
その内面側より凹溝110が縦設され、更にこの突条1
02Aより張出し部112が連設される。後縁側接合部
100Bは後端部の突条102Bより張出し部114が
張設され、該張出し部114の端部寄りに前記前縁側接
合部100Aの凹溝110に係合する凸条116が縦設
される。接合時において、相隣れる帯状部材100の前
縁部と後縁部とが重なり合い、前縁側接合部100Aに
後縁側接合部100Bが後記する接合ローラ部の外面ロ
ーラと内面ローラとの挟着作用を受けて、凹溝110内
に凸条116が、また、突条102Bのフランジ102
a内に張出し部112の端部がそれぞれ嵌り込み、接合
される。この場合、主たる係合は凹溝110と凸条11
6とによりなされ、張出し部112と突条102Bとは
従たる係合をなすものであり、従って、場合によっては
従たる係合は省略されうる。更に、本実施例では張出し
部112,114の当接部分にはシール材118が介装
され、接合性を高める。なお、接合部100A,100
Bにおける嵌合係合で十分であれば、当該シール材11
8を省略することができる。帯状部材は合成樹脂の素材
をもって作成され、特に成形性の観点から押出し形成に
より連続的に成形できる塩化ビニール(PVC)樹脂が
好適である。しかし金属製による成形を妨げるものでは
ない。
Band-shaped members 100, 120, 140 FIG. 19 shows an example of the band-shaped members used in the lining work of this embodiment. The belt-shaped member 100 has a plate-shaped body having a constant thickness, and an appropriate number (7 in the illustrated example) of ridges 102 are vertically provided continuously on the outer surface in the longitudinal direction. Ridge 10
2, a flange 102a is formed at the tip. Ridge 1
A groove 104 or a groove space is formed between the two. The inner surface 106 is formed to be substantially smooth. Band-shaped member 100
Joints 100 that overlap with each other on both sides of the
A, 100B is formed. That is, the front edge side joint portion 1
In 00A, the base of the protrusion 102A at the front end is expanded,
A concave groove 110 is vertically provided from the inner surface side, and the ridge 1
The overhang portion 112 is continuously provided from 02A. The rear edge side joint portion 100B has a projecting portion 114 stretched from a rear end portion of the protrusion 102B, and a convex strip 116 that engages with the concave groove 110 of the front edge side joint portion 100A is vertically provided near the end portion of the projecting portion 114B. Set up. At the time of joining, the leading edge portion and the trailing edge portion of the adjacent strip-shaped members 100 overlap each other, and the trailing edge side joining portion 100B causes the trailing edge side joining portion 100B to sandwich the outer surface roller and the inner surface roller of the joining roller portion described later. In response to this, the ridge 116 is formed in the groove 110, and the flange 102 of the ridge 102B is also formed.
The ends of the overhanging portions 112 are fitted in and joined to a. In this case, the main engagement is the groove 110 and the ridge 11.
6, the overhanging portion 112 and the ridge 102B are in a secondary engagement, so that a secondary engagement may be omitted in some cases. Further, in the present embodiment, a seal material 118 is interposed at the abutting portions of the overhanging portions 112 and 114 to enhance the bondability. The joints 100A, 100
If the fitting engagement in B is sufficient, the sealing material 11
8 can be omitted. The belt-shaped member is made of a synthetic resin material, and in particular, vinyl chloride (PVC) resin that can be continuously molded by extrusion forming is preferable from the viewpoint of moldability. However, it does not prevent the metal molding.

【0011】図20は帯状部材の他の態様を示す。この
帯状部材120は、外面の長手方向に適宜数の台形状の
突条122が連続的に縦設され、突条122の間は谷部
124に形成される。突条122及び谷部124は幅方
向に等しいピッチをなす。突条122の内部には適宜中
空部が形成され、帯状部材の剛性化並びに軽量化を図り
うる。内面126は実質的に平滑に形成される。帯状部
材120の両側には互いに内外に重合して係合する接手
部120A,120Bが形成される。すなわち、外側接
合部120Aの突条は突条122と同形に形成されその
内面には丸形凹溝130が縦設され、また、張出し部1
32は谷部124の幅よりも若干長くされている。内側
接合部120Bはその張出し部134の長さをほぼ谷部
124よりも長めの長さにされ、該張出し部134の端
部に前記外側接合部120Aの丸形凹溝130に係合す
る丸形凸条136が縦設されるとともに、その付け根部
の突条122には切込み凹溝138が縦設されている。
接合時において、外側接合部120Aに内側接合部12
0Bが接合ローラ部の外面ローラと内面ローラとにより
押圧され、丸形凹溝130に丸形凸条136が、また、
切込み凹溝138に張出し部132の端部がそれぞれ嵌
り込み、接合される。
FIG. 20 shows another embodiment of the belt-shaped member. In this belt-shaped member 120, an appropriate number of trapezoidal projections 122 are continuously provided in the longitudinal direction of the outer surface, and valleys 124 are formed between the projections 122. The ridges 122 and the valleys 124 have the same pitch in the width direction. A hollow portion is appropriately formed inside the protrusion 122, so that the belt-shaped member can be made rigid and lightweight. The inner surface 126 is formed to be substantially smooth. On both sides of the belt-shaped member 120, joint parts 120A and 120B are formed which are overlapped with each other and engage with each other. That is, the ridges of the outer joint portion 120A are formed in the same shape as the ridges 122, and the circular concave groove 130 is vertically provided on the inner surface thereof.
32 is slightly longer than the width of the valley portion 124. The inner joint portion 120B has a bulge portion 134 having a length substantially longer than that of the valley portion 124, and a round end groove of the outer joint portion 120A is engaged with an end portion of the bulge portion 134. The convex ridge 136 is vertically provided, and the notch groove 138 is vertically provided in the ridge 122 at the base portion thereof.
At the time of joining, the inner joint portion 12 is connected to the outer joint portion 120A.
0B is pressed by the outer surface roller and the inner surface roller of the joining roller portion, and the round ridge 136 is formed in the round groove 130 again.
The ends of the overhanging portions 132 are fitted into the notch groove 138 and joined together.

【0012】図21は更に他の帯状部材の態様を示す。
このものは主材(主帯状部材)140と嵌合材150と
の組み合わせよりなり、主材140は突条142及び溝
144を有し、その両端部には接合部140A,140
Bが形成され、該接合部140A,140Bに嵌合溝1
46が形成される。また、嵌合材150は主材140の
嵌合溝146に弾圧的に嵌填まり込む嵌合突条152を
有する。接合時において、相並べられた主材140の接
合部140A,140B間に跨って嵌合材150が接合
される。
FIG. 21 shows another embodiment of the belt-shaped member.
This is made up of a combination of a main material (main belt-shaped member) 140 and a fitting material 150. The main material 140 has a ridge 142 and a groove 144, and the joints 140A, 140 are provided at both ends thereof.
B is formed, and the fitting groove 1 is formed in the joints 140A and 140B.
46 is formed. Further, the fitting member 150 has a fitting protrusion 152 that is elastically fitted into the fitting groove 146 of the main member 140. At the time of joining, the fitting member 150 is joined across the joining portions 140A and 140B of the main members 140 arranged side by side.

【0013】ライニング施工装置S(図1〜図12参
照) 図1〜図12を参照して、本実施例のライニング施工装
置Sの構成を説明する。図1〜図3に示されるように、
このライニング施工装置Sは、所定幅を有し複数のリ
ンク体により構成されるリンク機構をもって屈撓自在の
環状体をなす成形フレーム1、該成形フレーム1のリ
ンク機構の各軸部に配される複数の案内ローラ2、該
成形フレーム1の相対向する2箇所に取り付けられ、外
面ローラ3と内面ローラ4とを含む主・副の接合機構部
5(主接合機構部5A、副接合機構部5B)、の主要部
からなる。 なお、図1及び図2は本装置Sの製管途中
のポジション1を示し、図3はポジション2を示す。
Lining construction device S (see FIGS. 1 to 12) The configuration of the lining construction device S of the present embodiment will be described with reference to FIGS. As shown in FIGS.
This lining construction device S is arranged on a molding frame 1 that forms a bendable ring-shaped body with a link mechanism having a predetermined width and composed of a plurality of link bodies, and each shaft portion of the link mechanism of the molding frame 1. A plurality of guide rollers 2 and main / sub joining mechanism portions 5 (main joining mechanism portion 5A and sub joining mechanism portion 5B) that are attached to the molding frame 1 at two opposite positions and include an outer roller 3 and an inner roller 4. ), Consists of the main parts of. 1 and 2 show a position 1 in the middle of pipe making of the present apparatus S, and FIG. 3 shows a position 2.

【0014】以下、各部の細部構造を説明する。成形フレーム1 (図1〜図7参照) 成形フレーム1は、所要の幅をもって環状体をなし、リ
ンク機構をもって外径方向へは屈撓自在となっており、
かつ横剛性を有する。しかして、この環状体は複数のリ
ンク体が連なったリンク連鎖をなすものであって、本実
施例では24個のリンク体のリンク連鎖からなるが、そ
の数に限定されるものではない。もっと詳しくは、各リ
ンク体は、図4・図5に示されるように、所要長さの棒
状をなす軸部10と、該軸部10の前後の両端部におい
て、相隣り合う軸部10間に軸受11を介して回転可能
に連結される板状のリンクアーム12と、からなる。リ
ンクアーム12の相互は180°を基準に、外折れが可
能とされるが、中折れは防止される。このため、中折れ
防止機構が設けられるものであって、図6にその一例を
示す。すなわち、一方のリンクアーム12(I)の端部
には主ストッパー14が突設され、他のリンクアーム1
2(II)には先のリンクアーム12(I)側に突設す
るストッパー受け15が固設されてなり、これらの主ス
トッパー14とストッパー受け15との当接により中折
れが阻止される。16は外折れの角度(α)を規制する
副ストッパーである。
The detailed structure of each part will be described below. Molding Frame 1 (See FIGS. 1 to 7) The molding frame 1 has an annular body with a required width, and has a link mechanism that allows it to flex in the outer diameter direction.
It also has lateral rigidity. Then, this annular body forms a link chain in which a plurality of link bodies are connected, and in the present embodiment, it is composed of 24 link bodies, but the number is not limited. More specifically, as shown in FIGS. 4 and 5, each link body has a rod-shaped shaft portion 10 having a required length, and a space between adjacent shaft portions 10 at both front and rear end portions of the shaft portion 10. And a plate-shaped link arm 12 rotatably connected to the bearing via a bearing 11. The link arms 12 can be bent outwardly with respect to each other at 180 °, but middle bending is prevented. Therefore, a center bending prevention mechanism is provided, and an example thereof is shown in FIG. That is, the main stopper 14 is provided at the end of one of the link arms 12 (I) so as to project from the other end of the other link arm 1.
2 (II) is fixedly provided with a stopper receiver 15 projecting toward the side of the link arm 12 (I). The main stopper 14 and the stopper receiver 15 come into contact with each other to prevent center bending. Reference numeral 16 is a sub-stopper that regulates the outer bending angle (α).

【0015】案内ローラ2(図1〜図5、図7参照) 案内ローラ2は、成形フレーム1の各軸部10に回転自
在に装着される。該案内ローラ2は本実施例では軸部1
0に一体に取り付けられたものとなっているが、軸受を
介して取り付ける態様もある。ローラ本体は硬質の合成
樹脂体あるいは金属体よりなり、帯状部材100の内面
に当接する。標準の案内ローラ2(2a)はリンク体の
内幅一杯の長さを有するが、後記する接合機構部5の所
要数(通常は1)の前方部の案内ローラ2(2b)は帯
状部材100の幅だけ短くされる(図7参照)。
Guide roller 2 (see FIGS. 1 to 5 and 7) The guide roller 2 is rotatably mounted on each shaft portion 10 of the molding frame 1. The guide roller 2 is a shaft portion 1 in this embodiment.
Although it is integrally attached to No. 0, there is also a mode in which it is attached via a bearing. The roller body is made of a hard synthetic resin body or a metal body, and contacts the inner surface of the belt-shaped member 100. The standard guide roller 2 (2a) has the length of the inner width of the link body, but the required number of guide mechanism 2 (usually 1) at the front part of the guide mechanism 2 (2b) to be described later is the strip-shaped member 100. Is shortened by the width (see FIG. 7).

【0016】接合機構部5(図1〜図3、図7〜12参
照) 接合機構部5は、主・副の接合機構部5A,5Bが対と
なり、成形フレーム1の対角位置に装着される。該接合
機構部5は、内面ローラ3と外面ローラ4とが組となっ
た接合ローラ部20を主体とし、かつ、これらのローラ
3,4の同期回転を図る歯車機構21を収めた箱体2
2、及び該箱体22に取り付けられローラ3,4の回転
駆動源としての油圧モータ23を含み、主接合機構部5
Aは螺旋状に捲回される帯状部材100の接合部、すな
わち当該帯状部材100が最初に閉合する位置に対応し
て配される。なお、内面ローラ3は案内ローラ2と同様
に成形フレーム1の軸部10に装着される。
Joining Mechanism Section 5 (See FIGS. 1 to 3 and 7 to 12) The joining mechanism section 5 is mounted at diagonal positions of the molding frame 1 with the main and sub joining mechanism sections 5A and 5B forming a pair. It The joining mechanism portion 5 is mainly composed of a joining roller portion 20 in which an inner surface roller 3 and an outer surface roller 4 are paired, and a box body 2 containing a gear mechanism 21 for synchronizing the rotation of the rollers 3 and 4.
2 and a hydraulic motor 23 attached to the box body 22 as a rotation drive source for the rollers 3 and 4, and the main joining mechanism portion 5
A is arranged corresponding to the joint portion of the strip-shaped member 100 wound in a spiral shape, that is, the position where the strip-shaped member 100 is first closed. The inner surface roller 3 is mounted on the shaft portion 10 of the molding frame 1 like the guide roller 2.

【0017】(接合ローラ部20)(図8参照) 接合ローラ部20は、内面ローラ3と外面ローラ4とが
互いに管軸方向に相並んで、かつ、両ローラ3,4の間
に帯状部材100を挟着するように所定の間隔を保って
配される。そして、これらのローラ3,4は歯車機構の
駆動軸に連動して、回転駆動される。図8に基づいて接
合ローラ部20の詳細構造を説明する。図8は接合ロー
ラ部20の内面及び外面の2つのローラ3,4を拡大し
て示すとともに、これらのローラ3,4と帯状部材10
0との対応関係を示す。図示されるように、本実施例で
はこれらのローラ3,4は帯状部材100の複数(本実
施例では3)スパンにわたって配される。また、Hは帯
状部材100相互の最初の閉合部を示す。主接合機構部
5Aはこの最初の閉合部Hに対応して配される。従っ
て、この主接合機構部5Aの前方の案内ロール2(2
b)は帯状部材100の1スパン分だけ短くされ、帯状
部材の引込みを可能とする。内面ローラ3は円筒状をな
し、帯状部材100の内面に密着し、閉合部Hを含め、
外面ローラ4をもって外方から押圧される帯状部材10
0を支持する。なお、内面ローラ3の前端部には拡径部
3aが形成され、かつ該拡径部3aに帯状部材100の
内面の溝110に係合する鍔3bが突設されるものであ
るが、適宜省略されうる。外面ローラ4は円筒本体25
に所定間隔をもって複数の輪状鍔部26が形成されてな
り、これらの輪状鍔部26は帯状部材100の突条10
2間の溝104に嵌まり込む。また、円筒本体25の外
周は帯状部材100の突条102の外面に圧接される。
該円筒本体25の外面にはローレット加工が施され、帯
状部材100との滑りを防ぐ。また、その一部25aは
小径にされ、突条102から外れる。輪状鍔部26に付
き、閉合部Hに対応する2個一対の輪状鍔部26aはそ
の周側部が帯状部材100に当接する。他の輪状鍔部2
6については格別当接する必要はなく、突条102間の
溝104に嵌まり込むことが肝要である。なお、図8の
対応は帯状部材120,140に付いても本質的な差異
はない。帯状部材140に付いては、閉合部位Hに嵌合
材150が位置する。
(Joining Roller Section 20) (See FIG. 8) In the joining roller section 20, the inner surface roller 3 and the outer surface roller 4 are arranged side by side in the tube axis direction, and a belt-shaped member is provided between the rollers 3, 4. 100 are arranged at a predetermined interval so as to sandwich them. The rollers 3 and 4 are rotationally driven in association with the drive shaft of the gear mechanism. The detailed structure of the joining roller unit 20 will be described with reference to FIG. FIG. 8 is an enlarged view of the two rollers 3 and 4 on the inner surface and the outer surface of the joining roller portion 20, and at the same time, these rollers 3 and 4 and the belt-shaped member 10 are shown.
The correspondence with 0 is shown. As shown, in the present embodiment, these rollers 3 and 4 are arranged over a plurality of (three in this embodiment) spans of the belt-shaped member 100. Further, H indicates the first closed portion between the strip-shaped members 100. The main joining mechanism portion 5A is arranged corresponding to the first closing portion H. Therefore, the guide roll 2 (2
b) is shortened by one span of the belt-shaped member 100, so that the belt-shaped member can be retracted. The inner surface roller 3 has a cylindrical shape, is in close contact with the inner surface of the belt-shaped member 100, and includes the closing portion H.
A belt-shaped member 10 which is pressed from the outside by the outer surface roller 4.
Support 0. It is to be noted that the inner diameter roller 3 has an enlarged diameter portion 3a formed at a front end portion thereof, and a flange 3b engaging with the groove 110 on the inner surface of the strip-shaped member 100 is projected on the enlarged diameter portion 3a. May be omitted. The outer roller 4 is a cylindrical body 25.
A plurality of ring-shaped flange portions 26 are formed at predetermined intervals on the ring-shaped flange portions 26.
It fits in the groove 104 between the two. The outer circumference of the cylindrical body 25 is pressed against the outer surface of the ridge 102 of the belt-shaped member 100.
The outer surface of the cylindrical body 25 is knurled to prevent slippage with the belt-shaped member 100. Further, a part 25a thereof has a small diameter and is detached from the protrusion 102. With respect to the ring-shaped collar portion 26, the pair of two ring-shaped collar portions 26a corresponding to the closed portion H have their peripheral side portions in contact with the belt-shaped member 100. Other ring-shaped collar part 2
6 does not need to be in particular contact with each other, but it is important to fit in the groove 104 between the protrusions 102. It should be noted that the correspondence in FIG. 8 is not essentially different even if the strip-shaped members 120 and 140 are provided. With respect to the belt-shaped member 140, the fitting material 150 is located at the closed portion H.

【0018】(箱体22)(図9、図10参照) 箱体22は、剛性を保持し、上部分22Aと下部分22
Bとに分かれ、側部のピン軸部材28により上下部分2
2A,22Bは枢着され、このピン部材28回りに上部
分22Aは開放可能とされる。箱体22は上下部分22
A,22Bにわたってその前後面により歯車機構21の
軸部の保持をなす。また、箱体22の下部分22Bにお
いて、後面部を介して成形フレーム1のリンクアーム1
2に固定され、前面部は油圧モータ23の取付け部に供
される。箱体22の他の側面には上部分22Aを下部分
22Bへ閉合する閉合装置29が取り付けられる。図示
するものはその一例であって、上部分22Aから突設さ
れたリブ30に連結棒31が枢着され、また、下部分2
2Bにはリブ30と同位相で二又状の受棚32が突設さ
れ、連結棒31はこの受棚32の凹部に入り込む。連結
棒31にはコイルばね33及びその下部のねじ部に螺合
するナット34が順次装着され、ナット34の締込みを
もってコイルばね33を受棚32の下面に押し付けるよ
うにされている。これにより、コイルばね33の弾性に
より上部分22Aの締付け力が適宜に調整される。
(Box 22) (See FIGS. 9 and 10) The box 22 retains rigidity, and has an upper portion 22A and a lower portion 22.
And the upper and lower parts 2 by the pin shaft member 28 on the side.
2A and 22B are pivotally attached, and the upper portion 22A can be opened around the pin member 28. The box 22 is the upper and lower parts 22
The front and rear surfaces of A and 22B hold the shaft portion of the gear mechanism 21. Further, in the lower portion 22B of the box body 22, the link arm 1 of the molding frame 1 is interposed via the rear surface portion.
It is fixed to 2, and the front part is provided for the mounting part of the hydraulic motor 23. A closing device 29 for closing the upper portion 22A and the lower portion 22B is attached to the other side surface of the box body 22. The one shown in the figure is an example thereof, and the connecting rod 31 is pivotally attached to the rib 30 protruding from the upper portion 22A, and the lower portion 2
A bifurcated receiving shelf 32 having the same phase as that of the rib 30 is projected on the 2B, and the connecting rod 31 is inserted into the recess of the receiving shelf 32. A coil spring 33 and a nut 34 that is screwed into a threaded portion below the coil spring 33 are sequentially mounted on the connecting rod 31, and the coil spring 33 is pressed against the lower surface of the receiving rack 32 by tightening the nut 34. As a result, the tightening force of the upper portion 22A is appropriately adjusted by the elasticity of the coil spring 33.

【0019】(歯車機構21及び油圧モータ23)(図
9参照) 歯車機構21は、箱体22の前後壁にわたって回転自在
に架け渡された2つの軸部36,37を有し、第1の軸
部36には歯車38が固設され、第2の軸部37には歯
車38に噛合する歯車39が固設される。第1の軸部3
6は内面ローラ3に接続され、第2の軸部37は外面ロ
ーラ4に接続される。なお、これらの歯数を調整するこ
とにより軸部36,37の回転数を調整することができ
る。本実施例では2つの軸部36,37は回転軸受をも
って支持固定されてなるが、すべり軸受を用いることは
自由である。更に、第2の軸部37に間隔保持用のスペ
ーサローラ40が回転自在に取り付けられる。該スペー
サローラ40はその外周を管渠Pの内壁面に当接する。
なお、該スペーサローラ40は適宜の径とされるととも
に、省略することも可能である。油圧モータ23は、そ
の駆動軸23aを第1の軸部33に連結して箱体22の
前面に取り付けられる。該油圧モータ33には、該油圧
モータ23に油を送るイン側配管41aと、該油圧モー
タ23から油を排出するアウト側配管41bとが接続さ
れる。更に、これらの配管41は、箱体22に取り付け
られる回転継手42(図1参照)に接続され、該回転継
手42には外部の圧力源に連なる配管43が接続され
る。この回転継手42を介することにより、回転動作を
伴う油圧モータ23側の配管41と、回転動作のない外
部側配管43との間の作動流体の授受をなす。この歯車
機構21・油圧モータ23により、油圧モータ23の駆
動力は第1の軸部36に伝達され、かつ、歯車機構21
を介して第2の軸部37に伝達される。軸部36と軸部
37とは互いに逆回転となる。
(Gear mechanism 21 and hydraulic motor 23) (see FIG. 9) The gear mechanism 21 has two shaft portions 36 and 37 rotatably bridged over the front and rear walls of the box body 22. A gear 38 is fixed to the shaft portion 36, and a gear 39 that meshes with the gear 38 is fixed to the second shaft portion 37. First shaft 3
6 is connected to the inner surface roller 3, and the second shaft portion 37 is connected to the outer surface roller 4. The number of rotations of the shaft portions 36 and 37 can be adjusted by adjusting the number of teeth. In the present embodiment, the two shaft portions 36 and 37 are supported and fixed by rotary bearings, but it is free to use slide bearings. Further, a spacer roller 40 for holding a gap is rotatably attached to the second shaft portion 37. The outer circumference of the spacer roller 40 contacts the inner wall surface of the pipe P.
The spacer roller 40 has an appropriate diameter and can be omitted. The hydraulic motor 23 is attached to the front surface of the box body 22 by connecting its drive shaft 23 a to the first shaft portion 33. The hydraulic motor 33 is connected to an in-side pipe 41a for sending oil to the hydraulic motor 23 and an out-side pipe 41b for discharging oil from the hydraulic motor 23. Further, these pipes 41 are connected to a rotary joint 42 (see FIG. 1) attached to the box body 22, and the rotary joint 42 is connected to a pipe 43 connected to an external pressure source. Through the rotary joint 42, the working fluid is exchanged between the pipe 41 on the hydraulic motor 23 side accompanied by the rotary motion and the external pipe 43 not rotating. The driving force of the hydraulic motor 23 is transmitted to the first shaft portion 36 by the gear mechanism 21 and the hydraulic motor 23, and the gear mechanism 21
Is transmitted to the second shaft portion 37 via. The shaft portion 36 and the shaft portion 37 rotate in opposite directions to each other.

【0020】この接合機構部5のライニング管Rへの取
付けは、箱体22の上部分22Aを開放し、外面ローラ
4の輪状鍔部26を帯状部材100の突条102のピッ
チに合致させ、かつ、閉合部Hに輪状鍔部26aを位置
させ、しかる後、上部分22Aを下部分22Bに閉合
し、閉合装置29を閉鎖し、そのナット34を締め込ん
でなす。
To attach the joining mechanism portion 5 to the lining pipe R, the upper portion 22A of the box body 22 is opened, and the ring-shaped flange portion 26 of the outer surface roller 4 is matched with the pitch of the ridges 102 of the strip-shaped member 100. Then, the ring-shaped collar portion 26a is positioned at the closing portion H, and then the upper portion 22A is closed to the lower portion 22B, the closing device 29 is closed, and the nut 34 thereof is tightened.

【0021】接合機構部5は上記のように箱体22を介
して成形フレーム1のリンクアーム12に固定されるも
のであるが、この接合機構部5の箱体22が常に軸部1
0に対して直角になる姿勢保持の手段が講じられうる。
図11及び図12はその姿勢保持機構Iの一態様を示
す。この姿勢保持機構Iは、一端がそれぞれリンクアー
ム12にピン軸55を介して枢着され、他端が1つのピ
ン軸56に枢着されるV字状をなす2つのステイ57
と、このピン軸56の先端に回転自在に取り付けられる
こま体58と、箱体22の後面部に固定され、前記こま
体58を径方向に案内移動させる溝59aを有する案内
体59と、からなる。この構成により、接合機構部5を
挟んだ両リンクアーム12が内方へ折れ曲がったとき、
ステイ57も軸部10とピン軸56を対称軸としてV形
の角度を狭めるとともに、ピン軸56は内方へ移動す
る。ピン軸56の端部のこま体58は案内体59の溝5
9aに案内されて移動する。これにより、軸部10とピ
ン軸56とに保持される箱体22はその姿勢を軸部10
に対して常時直角を保つ。
The joining mechanism 5 is fixed to the link arm 12 of the molding frame 1 via the box 22 as described above, and the box 22 of the joining mechanism 5 is always the shaft 1.
Means for maintaining a posture that is perpendicular to 0 can be taken.
11 and 12 show one mode of the posture holding mechanism I. The posture maintaining mechanism I has two stays 57 having a V shape, one end of which is pivotally attached to the link arm 12 via a pin shaft 55 and the other end of which is pivotally attached to one pin shaft 56.
A top body 58 rotatably attached to the tip of the pin shaft 56; and a guide body 59 fixed to the rear surface of the box body 22 and having a groove 59a for guiding and moving the top body 58 in the radial direction. Become. With this configuration, when both link arms 12 sandwiching the joining mechanism portion 5 are bent inward,
The stay 57 also narrows the angle of the V shape with the shaft portion 10 and the pin shaft 56 as an axis of symmetry, and the pin shaft 56 moves inward. The top body 58 at the end of the pin shaft 56 is the groove 5 of the guide body 59.
9a moves. As a result, the box body 22 held by the shaft portion 10 and the pin shaft 56 has its posture in the shaft portion 10
Always keep a right angle to.

【0022】案内ローラ2を組み込んだ成形フレーム1
は、矩形断面管渠P内に装入されたとき、管渠Pの角部
での丸みを存して全体として矩形状を保持する。
Molding frame 1 incorporating guide roller 2
When loaded in the rectangular cross-section pipe P, it retains a rectangular shape as a whole with the roundness at the corners of the pipe P.

【0023】ポジション1,2 図1及び図2はライニング管Rの製管途中のポジション
1を示し、図3はポジション2を示す。すなわち、ポジ
ション1は接合機構部5が矩形断面管渠Pの内壁に接す
る状態を指し、ポジション2は接合機構部5が矩形断面
管渠Pの角部に至り、内壁面から離れる状態を指し、4
辺が管渠Pの内面に接する。
Position 1, FIG. 1 and FIG. 2 show a position 1 in the middle of pipe making of the lining pipe R, and FIG. 3 shows a position 2. That is, position 1 refers to a state in which the joining mechanism portion 5 is in contact with the inner wall of the rectangular sectional pipe culvert P, and position 2 is a state in which the joining mechanism portion 5 reaches a corner portion of the rectangular sectional pipe culvert P and is separated from the inner wall surface. Four
The side contacts the inner surface of the pipe P.

【0024】管渠P内のライニング施工 本実施例のライニング施工装置Sを使用してなされる地
下埋設管渠内のライニング施工方法を説明するととも
に、併せて本実施例装置Sの作用を説明する。図13は
そのライニング施工工事の概要を示す。本実施例方法で
は地下埋設管渠として下水道管渠への適用例を示す。図
において、Q1は上流側人孔、Q2は下流側人孔であ
る。図13に示されるように、地上部においては、上流
側人孔Q1側では帯状部材100を巻き付けた回転台付
き巻出し装置Tが配され、下流側人孔Q2側では油圧駆
動源Gが配される。工事は上流側から下流側に沿ってな
される。
Lining construction in the pipe D The lining construction method in the underground buried pipe made by using the lining construction device S of this embodiment will be explained, and the operation of the device S of this embodiment will also be explained. . FIG. 13 shows an outline of the lining construction work. In the method of this embodiment, an example of application to a sewer pipe as an underground buried pipe is shown. In the figure, Q1 is an upstream human hole and Q2 is a downstream human hole. As shown in FIG. 13, in the above-ground portion, the unwinding device T with the rotary table around which the belt-shaped member 100 is wound is arranged on the upstream manhole Q1 side, and the hydraulic drive source G is arranged on the downstream manhole Q2 side. To be done. Construction is done from the upstream side to the downstream side.

【0025】以下、工程順に説明する。 (1) 本ライニング施工装置Sを人孔Q1を介して更生の
対象となる管渠P内に搬入する。すなわち、本施工装置
Sの成形フレーム1は屈撓自在となっており、人孔Q1
内への搬入は容易であり、また、人孔Qの開口部が小さ
く、通常の屈撓範囲で対処されない場合には、外折れ角
度(α)を規定する副ストッパー16を一時的に取り外
すことにより容易になされる。また、接合機構部5はこ
の成形フレーム1に取付け可能となっており、現場での
取付けも容易である。本施工装置Sの周長は、矩形管渠
Pの内壁面の周長より若干小さな長さとされる。なお、
本施工装置Sの周長は案内ロール2の最外径の包絡線の
長さをもって決められる。
The steps will be described below. (1) The lining construction device S is carried into the pipe P to be rehabilitated through the manhole Q1. That is, the forming frame 1 of the present construction apparatus S is flexible and the human body Q1
It is easy to carry in, and if the opening of the human hole Q is small and it is not possible to cope with it in the normal bending range, temporarily remove the auxiliary stopper 16 that defines the outer bending angle (α). Made easier by. Further, the joining mechanism portion 5 can be attached to the molding frame 1, so that it can be easily attached on site. The circumference of the present construction device S is set to be slightly smaller than the circumference of the inner wall surface of the rectangular pipe P. In addition,
The circumference of the construction device S is determined by the length of the envelope of the outermost diameter of the guide roll 2.

【0026】(2) 帯状部材100を人孔Q1内に引き込
み、人孔Q1内において帯状部材100を手作業にて数
回(3回程度)捲回し、ライニング管(これを開始用ラ
イニング管という)Roを作製する。この開始用ライニ
ング管Roの内面の周長は本施工装置Sの周長に等し
い。また、この開始用ライニング管Roは帯状部材10
0の弾性により強制力の加わらない自然状態で円形を保
持する。
(2) The strip-shaped member 100 is drawn into the human hole Q1, and the strip-shaped member 100 is manually wound several times (about three times) in the human hole Q1 to form a lining pipe (this is called a starting lining pipe). ) Make Ro. The circumference of the inner surface of the starting lining pipe Ro is equal to the circumference of the construction apparatus S. In addition, the starting lining pipe Ro includes the belt-shaped member 10
The elasticity of 0 keeps the circle in a natural state where no force is applied.

【0027】(3) この開始用ライニング管Roの内側に
本施工装置Sを組み込み、該開始用ライニング管Roの
前縁において、本ライニング施工装置Sの接合機構部5
を所定状態に設置する。すなわち、接合ローラ部20の
内面ローラ3と外面ローラ4とをライニング管Roの閉
合部に配するものであり、外面ローラ4の輪状鍔部26
を帯状部材100の溝104に嵌め込み、特に輪状鍔部
26aを閉合部Hに正確に当接する。また、内面ローラ
3の鍔3bを帯状部材100の凹溝110に係合させ
る。
(3) The main construction device S is incorporated inside the starting lining pipe Ro, and the joining mechanism part 5 of the main lining construction device S is provided at the front edge of the starting lining pipe Ro.
Is installed in a predetermined state. That is, the inner surface roller 3 and the outer surface roller 4 of the joining roller portion 20 are arranged at the closed portion of the lining tube Ro, and the ring-shaped flange portion 26 of the outer surface roller 4 is arranged.
Is fitted into the groove 104 of the belt-shaped member 100, and in particular, the ring-shaped brim portion 26a is accurately brought into contact with the closing portion H. Further, the flange 3b of the inner surface roller 3 is engaged with the concave groove 110 of the belt-shaped member 100.

【0028】(4) この状態の開始用ライニング管Roを
組み付けた本施工装置Sを矩形管渠P内に引き入れる。
このとき、円形をなすライニング管Roは矩形管渠Pよ
り拘束力を受けて矩形管渠Pの内壁面に沿う矩形状に変
形する。そして、本施工装置Sもその成形フレーム1の
リンク体によりこの変形に追従する。この引込みは、図
3に示すポジション2の状態で行うことが好適である
が、図2に示すポジション1を除外するものではない。
ポジション1での引込み操作において、適宜の引張り材
(例えばタイロッド)を使用して本成形フレーム1の対
辺相互を強制的に中心方向に引張り込むことは好適な一
便宜手段である。
(4) The main construction device S with the starting lining pipe Ro assembled in this state is drawn into the rectangular pipe D.
At this time, the circular lining pipe Ro receives a restraining force from the rectangular pipe conduit P and is deformed into a rectangular shape along the inner wall surface of the rectangular pipe conduit P. And this construction apparatus S also follows this deformation by the link body of the forming frame 1. This retraction is preferably performed in the state of position 2 shown in FIG. 3, but position 1 shown in FIG. 2 is not excluded.
In the retracting operation at the position 1, it is a suitable expedient means to forcefully pull the opposite sides of the main forming frame 1 toward the center by using an appropriate pulling member (for example, a tie rod).

【0029】(5) 接合機構部5の内外面ローラ3,4を
回転駆動し、内面ローラ3と外面ローラ4との挟着力を
もって、帯状部材100の閉合部Hにおいて、その継手
構造により開始用ライニング管Roに連なって新たに供
給される帯状部材100は接合される。同時に、外面ロ
ーラ4の輪状鍔部26と帯状部材100の溝104との
係合案内作用により、本施工装置Sの全体は管周方向に
公転し、かつ管軸方向に前進する。これにより帯状部材
100は螺旋状に捲回され、ライニング管Rが施工され
る。
(5) The inner and outer surface rollers 3 and 4 of the joining mechanism portion 5 are rotationally driven, and a clamping force between the inner surface roller 3 and the outer surface roller 4 is applied to the joint portion H of the belt-shaped member 100 to start it. The strip-shaped member 100 newly supplied in succession to the lining pipe Ro is joined. At the same time, due to the engagement guide action of the ring-shaped collar portion 26 of the outer surface roller 4 and the groove 104 of the belt-shaped member 100, the entire construction apparatus S revolves in the pipe circumferential direction and advances in the pipe axial direction. As a result, the strip member 100 is spirally wound, and the lining pipe R is installed.

【0030】(5A)この工程において、接合機構部5が管
渠Pの1辺の内壁面に当接する状態にあるとき(ポジシ
ョン1)、その壁面にあるライニング管Rはその内壁面
から離れ、隣りの辺のライニング管Rはその内壁面に当
接し、偏平状の矩形状をなす。接合機構部5が管渠Pの
他の辺に移行する途中において角部に至るとき(ポジシ
ョン2)、ライニング管Rは角部を除いて各内壁面に当
接し、矩形状をなす。そして、接合機構部5が管渠Pの
他の辺の内壁面に当接する状態に至るとき、当該辺にあ
るライニング管Rはその内壁面から離れ、隣りの辺のラ
イニング管Rはその内壁面に当接し、偏平状の矩形状と
なる。この繰り返しをなし、ライニング管Rは形成され
てゆく。
(5A) In this step, when the joining mechanism 5 is in contact with the inner wall surface of one side of the pipe P (position 1), the lining pipe R on the wall surface is separated from the inner wall surface, The lining pipes R on the adjacent sides are in contact with the inner wall surface and form a flat rectangular shape. When the joining mechanism portion 5 reaches a corner portion while moving to the other side of the pipe P (position 2), the lining pipe R is in contact with each inner wall surface except for the corner portion to form a rectangular shape. When the joining mechanism portion 5 comes into contact with the inner wall surface of the other side of the pipe D, the lining pipe R on the side is separated from the inner wall surface, and the lining pipe R on the adjacent side is the inner wall surface. To a flat rectangular shape. By repeating this, the lining pipe R is formed.

【0031】(5B)なおまた、この工程において、帯状部
材100は地上部に配された巻出し装置Tより順次供給
される。該巻出し装置Tは、図13にその構成の一例を
示すように、人孔Q1の開口部周りに配された円形軌状
200上に転子202を介して回転台204が回転自在
に配備され、この回転台204に帯状部材100を繰出
し自在に巻き付けた巻胴206が回転自在に支持されて
なる。これにより、円形軌条200に沿う回転台204
の水平面での回転と巻胴206の鉛直面での回転とが合
成される。製管動作に伴い帯状部材100はねじれ回転
をなすが、巻出し装置Tにおいてはこの回転に同期して
回転台204をもってこれに追従する。
(5B) Further, in this step, the belt-shaped member 100 is sequentially supplied from the unwinding device T arranged on the ground. In the unwinding device T, as shown in an example of the configuration in FIG. 13, a rotary table 204 is rotatably arranged via a trochanter 202 on a circular track 200 arranged around the opening of the human hole Q1. Then, a winding drum 206, on which the belt-shaped member 100 is freely wound around, is rotatably supported on the turntable 204. As a result, the rotary base 204 along the circular rail 200 is
The rotation in the horizontal plane and the rotation in the vertical plane of the winding cylinder 206 are combined. The strip-shaped member 100 makes a twisting rotation in accordance with the pipe-making operation, but in the unwinding device T, the rotary table 204 follows this in synchronization with this rotation.

【0032】(6) 施工装置Sの前進に伴い、本施工装置
Sの後に残置されたランニング管Rはその弾性により4
辺が管渠Pの内壁面に密着する状態となる。
(6) As the construction device S moves forward, the running pipe R left behind the construction device S is
The side is in close contact with the inner wall surface of the pipe P.

【0033】(7) 管渠Pの全長にライニング管Rが施工
されると、管渠Pとライニング管Rとの間隙にセメント
ミルクが充填されその固結を待って本実施例は完了す
る。
(7) When the lining pipe R is installed over the entire length of the pipe P, cement milk is filled in the gap between the pipe P and the lining pipe R, and this embodiment is completed after the cement milk is solidified.

【0034】(第1実施例の効果)本実施例の異形断面
管渠内のライニング施工は叙上の態様をもって実施され
るものであるので、以下の効果を発揮する。本実施例に
よれば、製管されたライニング管Rはそのまま管渠P内
に残置されるので、ライニング管の径及び製管距離に制
約されず、長大なライニング施工を実施できる。また、
曲がりをもつライニング管Rを作成でき、管渠Pに曲が
り部が存する場合にも対応可能となる。更に、外面ロー
ラ4の輪状鍔部26と帯状部材100の溝104との係
合案内作用により、本装置Sは所定のピッチで案内さ
れ、確実にライニング管Rが製管される。更に、本実施
例によれば、異形管に対処して当該異形管の管壁に当接
してライニング管と管壁との間隙が可及的小さなライニ
ング管の施工が実現できる。
(Effects of the First Embodiment) Since the lining work in the modified cross-section pipe of this embodiment is carried out in the above manner, the following effects are exhibited. According to the present embodiment, since the manufactured lining pipe R is left as it is in the pipe P, it is possible to perform a long lining construction without being restricted by the diameter of the lining pipe and the pipe manufacturing distance. Also,
It is possible to create a lining pipe R having a bend, and it is possible to cope with a case where the pipe D has a bend. Further, the engagement guide action of the ring-shaped flange portion 26 of the outer surface roller 4 and the groove 104 of the belt-shaped member 100 guides the device S at a predetermined pitch, and the lining pipe R is reliably manufactured. Further, according to the present embodiment, it is possible to realize the construction of the lining pipe by coping with the deformed pipe and coming into contact with the pipe wall of the deformed pipe so that the gap between the lining pipe and the pipe wall is as small as possible.

【0035】(第2実施例)図14〜図18は本発明の
矩形断面管渠内のライニング施工方法を実施するライニ
ング施工装置の他の実施例(第2実施例)を示す。Vは
そのライニング施工装置を示す。これらの図において、
先の実施例と同等の部材に付いては同一の符号が付され
ている。
(Second Embodiment) FIGS. 14 to 18 show another embodiment (second embodiment) of the lining construction apparatus for carrying out the method for lining a rectangular cross section pipe according to the present invention. V indicates the lining construction device. In these figures,
The same members as those in the previous embodiment are designated by the same reference numerals.

【0036】帯状部材140,160 図22は本実施例のライニング施工において使用される
帯状部材の一例を示す。この帯状部材160において
は、図19で示す帯状部材100の適宜の突条102間
に金属製(通常は鋼製)の断面W字形(V字形,U字形
でも可)をなす塑性変形機能材としての塑性変形材17
0を装着したものである。この塑性変形材170の塑性
変形に追従して帯状部材160は変形する。図23は本
実施例の帯状部材の他の例を示す。この帯状部材180
においては、図21で示す帯状部材120の適宜の突条
122内に金属製(通常は鋼製)の塑性変形機能材とし
ての塑性線材190を装入したものである。この塑性線
材190の塑性変形に追従して帯状部材180は変形す
る。
Band-shaped members 140, 160 FIG. 22 shows an example of band-shaped members used in the lining work of this embodiment. In this belt-shaped member 160, as a plastic deformation function material having a metal (usually steel) W-shaped cross section (V-shaped or U-shaped is also possible) between the appropriate ridges 102 of the belt-shaped member 100 shown in FIG. Plastic deformation material 17
It is one with 0 attached. The band-shaped member 160 is deformed following the plastic deformation of the plastic deformable material 170. FIG. 23 shows another example of the belt-shaped member of this embodiment. This belt-shaped member 180
In FIG. 21, a plastic wire rod 190 as a plastic deformation function material made of metal (usually steel) is inserted into an appropriate ridge 122 of the belt-shaped member 120 shown in FIG. The band-shaped member 180 is deformed following the plastic deformation of the plastic wire 190.

【0037】ライニング施工装置U 図14〜図18に示されるように、このライニング施工
装置Vは、所定幅を有しリンク機構をもって屈撓自在
の環状体をなす成形フレーム1、該成形フレーム1の
リンク機構の各軸部に配される複数の案内ローラ2、
該成形フレーム1の相対向する2箇所に取り付けられ、
外面ローラ3と内面ローラ4とを含む主・副の接合機構
部5(主接合機構部5A、副接合機構部5B)、及び、
前記成形フレーム1の内側に所定間隔を保持して配さ
れる矩形形状をなす規制フレーム6、更には、前記成
形フレーム1と規制フレーム6とに架け渡される案内子
7、の主要部からなる。換言すれば、本実施例のランニ
ング施工装置Vは、先の第1実施例のランニング施工装
置Sに規制フレーム6と案内子7とを付加したものであ
る。
[0037] As shown in lining apparatus U FIGS. 14 18, the lining device V, forming frame 1 forming a flexure freely annular body with a link mechanism having a predetermined width, the molding of the frame 1 A plurality of guide rollers 2 arranged on each shaft of the link mechanism,
It is attached to the molding frame 1 at two opposite positions,
A main / sub joining mechanism portion 5 (a main joining mechanism portion 5A and a sub joining mechanism portion 5B) including an outer roller 3 and an inner roller 4, and
It is composed of a rectangular regulation frame 6 which is arranged inside the molding frame 1 at a predetermined interval, and a main part of a guider 7 which is bridged between the molding frame 1 and the regulation frame 6. In other words, the running construction device V of this embodiment is obtained by adding the regulation frame 6 and the guide 7 to the running construction device S of the first embodiment.

【0038】以下、各部の細部構造を説明する。成形フレーム1・案内ローラ2 成形フレーム1並びに案内ローラ2は、先の第1実施例
のものに準じる。すなわち、成形フレーム1は、所要の
幅をもって環状体をなし、リンク機構をもって外径方向
へは屈撓自在となっており、かつ横剛性を有する。ま
た、案内ローラ2は、成形フレーム1の各軸部10に回
転自在に装着される。
The detailed structure of each part will be described below. Forming frame 1 and guide roller 2 The forming frame 1 and the guide roller 2 are similar to those of the first embodiment. That is, the molding frame 1 forms an annular body with a required width, is flexible in the outer diameter direction with the link mechanism, and has lateral rigidity. The guide roller 2 is rotatably attached to each shaft portion 10 of the molding frame 1.

【0039】接合機構部5 接合機構部5は、第1実施例に準じる。従って、本実施
例においても主・副の接合機構部5A,5Bが対とな
り、成形フレーム1の対角位置に装着され、内面ローラ
3と外面ローラ4とが組となった接合ローラ部20、こ
れらのローラ3,4の同期回転を図る歯車機構21を収
めた箱体22、及び該箱体22に取り付けられローラ
3,4の回転駆動源としての油圧モータ23を有する。
帯状部材140に対応する接合機構部5において、外面
ローラ4は塑性変形材の輪状鍔部26が省略される。
Joining Mechanism Section 5 The joining mechanism section 5 is in accordance with the first embodiment. Therefore, also in this embodiment, the main and sub joining mechanism portions 5A and 5B form a pair, are mounted at diagonal positions of the molding frame 1, and the joining roller portion 20 in which the inner surface roller 3 and the outer surface roller 4 form a pair, It has a box body 22 accommodating a gear mechanism 21 for rotating these rollers 3, 4 synchronously, and a hydraulic motor 23 attached to the box body 22 as a rotational drive source for the rollers 3, 4.
In the joining mechanism portion 5 corresponding to the belt-shaped member 140, the outer surface roller 4 does not include the ring-shaped flange portion 26 made of a plastically deformable material.

【0040】規制フレーム6(図16・図17参照) 規制フレーム6は、大きな剛性をもって全体形状が矩形
をなす。本実施例では中空の溝52を有する型鋼が使用
され、該溝52は外方に向けて開口する。なお、該規制
フレーム6は分割体をもって組み立てられる。
Restriction Frame 6 (See FIGS. 16 and 17) The restriction frame 6 has a large rigidity and has a rectangular overall shape. In the present embodiment, a mold steel having a hollow groove 52 is used, and the groove 52 opens outward. The regulation frame 6 is assembled with a divided body.

【0041】案内子7(図16〜図18参照) 案内子7は、成形フレーム1と規制フレーム7とに介装
され、成形フレーム1の移動を規制フレーム7の軌道に
従って案内する。もっと詳しくは、該案内子7は、2叉
状をなす本体の両端において成形フレーム1の軸部10
に枢着される軸受け54を有し、本体の中央部よりロー
ラ保持体55が外方へ向けて延設され、該ローラ保持体
55には両側にローラ56を取り付けた回転軸57を回
転自在に保持する。そして、このローラ56は規制フレ
ーム6の溝52内に装着され、その内壁に沿って転動す
る。
Guide 7 (See FIGS. 16 to 18) The guide 7 is interposed between the molding frame 1 and the regulation frame 7 and guides the movement of the molding frame 1 according to the trajectory of the regulation frame 7. More specifically, the guider 7 has a shaft portion 10 of the molding frame 1 at both ends of a body having a bifurcated shape.
Has a bearing 54 pivotally attached to a roller holding body 55 extending outward from the center of the main body, and a rotating shaft 57 having rollers 56 attached to both sides of the roller holding body 55 is rotatable. Hold on. The roller 56 is mounted in the groove 52 of the regulation frame 6 and rolls along its inner wall.

【0042】以上の構成により、案内ローラ2及び接合
機構部5を組み付けた成形フレーム1は、管断面に対し
同一位相を保つ規制フレーム6の形状に沿って進行す
る。
With the above-mentioned structure, the molding frame 1 in which the guide roller 2 and the joining mechanism portion 5 are assembled advances along the shape of the regulation frame 6 which maintains the same phase with respect to the cross section of the pipe.

【0043】管渠P内のライニング施工 第2実施例のライニング施工装置Vを使用して実施され
る地下埋設管渠内のライニング施工方法を説明する。本
施工装置Vの矩形管渠Pへの搬入において、規制フレー
ム6は管渠Pの内周長に対応した大きさのものが選ばれ
る。本規制フレーム6は分割体よりなり、該分割体を人
孔Q1に搬入した後、所定の矩形状に組み立てられる。
本施工装置Vを人孔Q1内で組み立てる。帯状部材14
0を人孔Q1内に引き込み、開始用ライニング管Roを
本施工装置Vを使用して作成する。該開始用ライニング
管Roは矩形状に形成され、この開始を管渠P内に引き
入れる。本施工装置Vの接合機構部5の駆動により、案
内ローラ2及び接合機構部5を組み付けた成形フレーム
1は、規制フレーム6の形状に沿って進行する。規制フ
レーム6の角部において、接合機構部5の接合ローラ部
20は案内子7を介して帯状部材140を内方へ折り込
む。また、このとき、規制フレーム6は常時同一位相状
態を保つ。すなわち、図14の状態のように接合機構部
5が上下にあるとき、また、接合機構部5が側方に移動
したとき、既に形成されたライニング管Rの自己保持力
により、本施工装置Vは矩形状を維持する。
Lining construction in the pipe D The lining construction method in the underground buried pipe which is carried out by using the lining construction device V of the second embodiment will be described. When the construction device V is carried into the rectangular pipe P, the regulation frame 6 is selected to have a size corresponding to the inner peripheral length of the pipe P. The regulation frame 6 is composed of a divided body, and the divided body is carried into the human hole Q1 and then assembled into a predetermined rectangular shape.
The construction device V is assembled in the human hole Q1. Belt-shaped member 14
0 is drawn into the human hole Q1, and the starting lining pipe Ro is created using the present construction device V. The start lining pipe Ro is formed in a rectangular shape, and the start is drawn into the pipe P. By driving the joining mechanism portion 5 of the present construction device V, the molding frame 1 in which the guide roller 2 and the joining mechanism portion 5 are assembled advances along the shape of the regulation frame 6. At the corner portion of the regulation frame 6, the joining roller portion 20 of the joining mechanism portion 5 folds the belt-shaped member 140 inward via the guide element 7. At this time, the restriction frame 6 always maintains the same phase state. That is, when the joining mechanism portion 5 is vertically positioned as in the state of FIG. 14 and when the joining mechanism portion 5 is moved laterally, the self-holding force of the lining pipe R that has already been formed causes the main construction apparatus V to be operated. Maintains a rectangular shape.

【0044】(第2実施例の効果)本実施例の異形断面
管渠内のライニング施工は叙上の態様をもって実施され
るものであるので、以下の効果を発揮する。本実施例に
よれば、製管されたライニング管Rはそのまま管渠P内
に残置されるので、ライニング管の径及び製管距離に制
約されず、長大なライニング施工を実施できる。また、
曲がりをもつライニング管Rを作成でき、管渠Pに曲が
り部が存する場合にも対応可能となる。更に、外面ロー
ラ3の輪状鍔部26と帯状部材100の溝104との係
合案内作用により、本装置Sは所定のピッチで案内さ
れ、確実にライニング管Rが製管される。更に、本実施
例によれば、既設の異形断面管と相似のライニング管が
施工できるばかりでなく、非相似のライニング管も施工
でき(例えば円形断面内での矩形状)、異形断面への適
用性が更に向上する。
(Effects of the Second Embodiment) Since the lining work in the irregular cross section pipe of the present embodiment is carried out in the above manner, the following effects are exhibited. According to the present embodiment, since the manufactured lining pipe R is left as it is in the pipe P, it is possible to perform a long lining construction without being restricted by the diameter of the lining pipe and the pipe manufacturing distance. Also,
It is possible to create a lining pipe R having a bend, and it is possible to cope with a case where the pipe D has a bend. Further, the engagement guide action of the ring-shaped flange portion 26 of the outer surface roller 3 and the groove 104 of the belt-shaped member 100 guides the device S at a predetermined pitch, and the lining pipe R is reliably manufactured. Furthermore, according to the present embodiment, not only can a lining pipe similar to the existing irregular cross-section pipe be constructed, but also a non-similar lining pipe can be constructed (for example, a rectangular shape within a circular cross section), and application to irregular cross-sections is possible. The property is further improved.

【0045】本発明は叙上の実施例にのみ限定されるも
のではなく、本発明の基本的技術思想の範囲内で種々設
計変更が可能である。すなわち、以下の態様は本発明の
技術的範囲内に包含される。 成形フレーム1において各案内ローラ2はその軸部1
0をリンクアーム12の中間位置に取り付けてもよい。 接合機構部5において、副接合機構部5Bは少なくと
も内面ローラ3と外面ローラ4とを要し、駆動機構を省
略できる。あるいはまた、副接合機構部5Bを省略して
もよい。 接合機構部5において、油圧駆動に限定されるもので
はなく、空気圧モータあるいは電動モータを採用するこ
とができる。空気圧モータを採るとき、回転継手42の
採用に変わりがないが、電動モータを採るとき、回転継
手に替えて回転ブラシを採る。 あるいはまた、手動機
構を除外するものではなく、歯車機構21を介してハン
ドル操作をもってローラ3,4を駆動する。
The present invention is not limited to the above embodiments, and various design changes can be made within the scope of the basic technical idea of the present invention. That is, the following aspects are included in the technical scope of the present invention. In the molding frame 1, each guide roller 2 has its shaft portion 1
The 0 may be attached to the intermediate position of the link arm 12. In the joining mechanism portion 5, the sub joining mechanism portion 5B requires at least the inner surface roller 3 and the outer surface roller 4, and the drive mechanism can be omitted. Alternatively, the sub joining mechanism portion 5B may be omitted. The joining mechanism section 5 is not limited to hydraulic drive, and a pneumatic motor or an electric motor can be adopted. When the pneumatic motor is adopted, the rotary joint 42 is still adopted, but when the electric motor is adopted, the rotary brush is adopted instead of the rotary joint. Alternatively, the manual mechanism is not excluded, and the rollers 3 and 4 are driven by a handle operation via the gear mechanism 21.

【0046】ハ.発明の効果 本発明に共通してその管渠内のライニング施工方法及び
その施工装置によれば、製管されたライニング管はその
まま管渠内に残置されるので、ライニング管の径及び製
管距離に制約されず、長大なライニング施工を実施でき
る。また、曲がりをもつライニング管を作成でき、管渠
に曲がり部が存する場合にも対応可能となる。更にま
た、矩形断面の管渠において角部での成形が可能とな
り、円形の一般断面に限定されず、矩形あるいは卵形等
の異形断面をなす管渠への対応が可能となる。そして、
請求項1及び請求項2の発明によれば、異形管に対処し
て当該異形管の管壁に当接してライニング管と管壁との
間隙が可及的小さなライニング管の施工が実現できる。
また、請求項3及び請求項4の発明によれば、既設の異
形断面管と相似のライニング管が施工できるばかりでな
く、非相似のライニング管も施工でき(例えば円形断面
内での矩形状)、異形断面への適用性が更に向上する。
請求項5の発明によれば、接合ローラ部の外面ローラは
T形リブに案内され、所望のピッチで前進する。請求項
6の発明によれば、帯状部材の塑性変形を簡単な手段で
実現できる。請求項8の発明によれば、成形フレームの
送りを確実になすことができる。
C. EFFECTS OF THE INVENTION According to the lining construction method and the construction apparatus in the pipe common to the present invention, since the manufactured lining pipe is left in the pipe as it is, the diameter of the lining pipe and the pipe manufacturing distance. It is possible to carry out a long lining construction without being restricted by. Further, it is possible to create a lining pipe having a bend, and it is possible to cope with a case where a bend exists in the pipe ditch. Furthermore, it is possible to form a corner in a rectangular cross section, and it is not limited to a circular general cross section, and it is possible to apply to a rectangular or oval shaped cross section. And
According to the first and second aspects of the present invention, it is possible to realize the construction of the lining pipe by coping with the irregular pipe and contacting the pipe wall of the irregular pipe so that the gap between the lining pipe and the pipe wall is as small as possible.
In addition, according to the inventions of claims 3 and 4, not only can a lining pipe similar to the existing deformed cross-section pipe be constructed, but also a dissimilar lining pipe can be constructed (for example, a rectangular shape in a circular cross section). Applicability to modified cross sections is further improved.
According to the fifth aspect of the invention, the outer surface roller of the joining roller portion is guided by the T-shaped rib and advances at a desired pitch. According to the invention of claim 6, plastic deformation of the belt-shaped member can be realized by a simple means. According to the invention of claim 8, the forming frame can be reliably fed.

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

【図1】本発明の管渠内のライニング施工装置の一実施
例(第1実施例)全体を示す縦断面図(図2のI−I腺
断面図)。
FIG. 1 is a vertical cross-sectional view (I-I gland cross-sectional view of FIG. 2) showing an entire embodiment (first embodiment) of a lining construction device in a pipe according to the present invention.

【図2】その正面図(図1のII方向矢視図)。FIG. 2 is a front view thereof (a view in the direction of arrow II in FIG. 1).

【図3】その正面図。FIG. 3 is a front view thereof.

【図4】成形フレームの一部断面平面図。FIG. 4 is a partial cross-sectional plan view of the molding frame.

【図5】図4のV方向矢視図。5 is a view on arrow V in FIG.

【図6】成形フレームのリンク体の構造図。FIG. 6 is a structural diagram of a link body of the molding frame.

【図7】接合機構部の平面図。FIG. 7 is a plan view of a joining mechanism section.

【図8】接合機構部の接合ローラ部の構成図。FIG. 8 is a configuration diagram of a joining roller portion of the joining mechanism portion.

【図9】図7のIX−IX線断面図。9 is a sectional view taken along line IX-IX in FIG.

【図10】図9のX方向矢視図。FIG. 10 is a view on arrow in the X direction of FIG.

【図11】接合機構部の別の取付け態様図。FIG. 11 is another attachment mode diagram of the joining mechanism portion.

【図12】図11のXXII-XII線断面図。12 is a sectional view taken along line XXII-XII in FIG.

【図13】施工工事の要領図[Fig.13] Construction process diagram

【図14】本発明の管渠内のライニング施工装置の他の
実施例(第2実施例)全体を示す正面図。
FIG. 14 is a front view showing the whole of another embodiment (second embodiment) of the lining construction device in the pipe according to the present invention.

【図15】図12のXV−XV線断面図。15 is a sectional view taken along line XV-XV in FIG.

【図16】施工装置の一部拡大側面図。FIG. 16 is a partially enlarged side view of the construction device.

【図17】図14のXVII−XVII線断面図。17 is a sectional view taken along line XVII-XVII of FIG.

【図18】案内子の斜視図。FIG. 18 is a perspective view of a guide.

【図19】本発明で使用される帯状部材の一態様図。FIG. 19 is a diagram showing one embodiment of a belt-shaped member used in the present invention.

【図20】本発明で使用される帯状部材の他の態様図。FIG. 20 is a diagram showing another embodiment of the strip-shaped member used in the present invention.

【図21】本発明で使用される帯状部材の更に他の態様
図。
FIG. 21 is a view showing still another embodiment of the strip-shaped member used in the present invention.

【図22】本発明で使用される帯状部材の一態様図。FIG. 22 is a view showing one embodiment of a belt-shaped member used in the present invention.

【図23】本発明で使用される帯状部材の他の態様図。FIG. 23 is another embodiment view of the strip-shaped member used in the present invention.

【符号の説明】[Explanation of symbols]

P…管渠、R…ライニング管、S,U…ライニング施工
装置、1…成形フレーム、2…案内ローラ、3…内面ロ
ーラ、4…外面ローラ、5…接合機構部、6…規制フレ
ーム、7…案内子、10…軸部、12…リンクアーム、
100,120,140,160,180…帯状部材、
102,122,142…突条、104,124,14
4…溝(谷部)、170,190…塑性変形機能材
P ... Pipe culvert, R ... Lining pipe, S, U ... Lining construction device, 1 ... Molding frame, 2 ... Guide roller, 3 ... Inner surface roller, 4 ... Outer surface roller, 5 ... Joining mechanism section, 6 ... Regulating frame, 7 … Guide, 10… Shaft, 12… Link arm,
100, 120, 140, 160, 180 ... band-shaped member,
102, 122, 142 ... Ridges, 104, 124, 14
4 ... Groove (valley), 170, 190 ... Plastic deformation function material

フロントページの続き (72)発明者 秋元 栄器 埼玉県入間市牛沢町7−7 (72)発明者 山城 浜夫 埼玉県狭山市笹井213−10狭山グリーンハ イツ5−402Front page continued (72) Inventor Eki Akimoto 7-7 Ushizawa-cho, Iruma City, Saitama Prefecture (72) Inventor Hamao Yamashiro 213-10 Sasai, Sayama City, Saitama 5-402 Sayama Green Heights 5-402

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 異形断面管渠内において、両側縁部に接
合部が形成された長尺の帯状部材を連続的に供給すると
ともに螺旋状に捲回し、相接する接合部相互を接合させ
て形成された管状体を残置させ、この既に形成された管
状体の前方に新たに供給される帯状部材をもってライニ
ング管を付加形成する方法であって、 所定の幅と横剛性とを有し、リンク機構をもって屈撓自
在とされるとともに各リンク体の中折れが防止された成
形フレーム回りに前記帯状部材の内面に当接する案内ロ
ーラが装着され、かつ、この成形フレームに、既に形成
された管状体の端縁部において、帯状部材の外面に当接
する外面ローラと帯状部材の内面に当接する内面ローラ
との2つのローラからなる接合ローラ部を配し、前記接
合ローラ部でのローラを回転駆動させるとともに、既に
形成された管状体と新たに供給される帯状部材との接合
部相互の位置において前記2つの外面及び内面ローラで
挟着する、ことを特徴とする異形断面管渠内のライニン
グ施工方法。
1. A long strip-shaped member having joints formed on both side edges thereof is continuously supplied and spirally wound in a modified cross-section pipe to bond mutually joined joints. A method of leaving a formed tubular body, and additionally forming a lining tube with a band member newly supplied in front of the already formed tubular body, which has a predetermined width and lateral rigidity, A guide roller that is in contact with the inner surface of the belt-shaped member is mounted around a molding frame that is flexible and has a mechanism that prevents the center-folding of each link body, and a tubular body already formed on this molding frame. At the end edge of the belt, a joining roller portion composed of two rollers, an outer roller abutting on the outer surface of the belt-shaped member and an inner roller abutting the inner surface of the belt-shaped member, is arranged, and the roller in the joining roller portion is driven to rotate. And the inner and outer rollers are sandwiched by the two outer and inner rollers at the position where the joint between the already formed tubular body and the newly supplied strip-shaped member is sandwiched. Method.
【請求項2】 異形断面管渠内において、両側縁部に接
合部が形成された長尺の帯状部材を連続的に供給して螺
旋状に捲回し、相接する継手相互を係合させて形成して
管状体を付加形成するライニング施工装置であって、 所定の幅と横剛性とを有し、リンク機構をもって屈撓自
在とされるとともに各リンク体の中折れが防止された成
形フレーム、 前記成形フレーム回りに装着され、前記管状体の内面に
当接する案内ローラ、 前記成形フレームを介して取り付けられ、前記既に形成
された管状体と新たに供給される帯状部材との接合部相
互の位置に配されるとともに帯状部材を挟着する外面ロ
ーラと内面ローラとからなる接合機構部、からなること
を特徴とする異形断面管渠内のライニング施工装置。
2. An elongated strip-shaped member having joints formed on both side edges is continuously supplied and spirally wound in a pipe having a modified cross-section to engage mutually adjacent joints. A lining construction device for forming and additionally forming a tubular body, which has a predetermined width and lateral rigidity, is flexible and has a link mechanism, and a molding frame in which center bending of each link body is prevented, A guide roller mounted around the molding frame and abutting on the inner surface of the tubular body, a mutual position of a joint between the already formed tubular body and a newly supplied strip-shaped member attached via the molding frame A lining construction device in a pipe section of irregular cross section, comprising: a joining mechanism portion composed of an outer surface roller and an inner surface roller, which are arranged at the same time and sandwich a strip-shaped member.
【請求項3】 異形断面管渠内において、両側縁部に接
合部が形成された長尺の帯状部材を連続的に供給すると
ともに螺旋状に捲回し、相接する接合部相互を接合させ
て形成された管状体を残置させ、この既に形成された管
状体の前方に新たに供給される帯状部材をもってライニ
ング管を付加形成する方法であって、 所定の幅と横剛性とを有し、リンク機構をもって屈撓自
在の成形フレーム回りに前記帯状部材の内面に当接する
案内ローラが装着され、かつ、この成形フレームに、既
に形成された管状体の端縁部において、帯状部材の外面
に当接する外面ローラと帯状部材の内面に当接する内面
ローラとの2つのローラからなる接合ローラ部を配し、
前記接合ローラ部でのローラを回転駆動させるととも
に、既に形成された管状体と新たに供給される帯状部材
との接合部相互の閉合部において前記2つの外面及び内
面ローラで挟着し、 前記成形フレームを該成形フレームの内側に配され、剛
性を保持するとともに異形断面形状に合致した形状をな
す規制フレーム回りに回転させる、ことを特徴とする異
形断面管渠内のライニング施工方法。
3. An elongated strip-shaped member having joints formed on both side edges thereof is continuously supplied and spirally wound in a modified cross-section pipe to bond mutually joined joints. A method of leaving a formed tubular body, and additionally forming a lining tube with a band member newly supplied in front of the already formed tubular body, which has a predetermined width and lateral rigidity, A guide roller that is in contact with the inner surface of the strip-shaped member is mounted around a flexible frame that has a mechanism, and is in contact with the outer surface of the strip-shaped member at the end edge portion of the tubular body that has already been formed in this molding frame. A joining roller portion composed of two rollers, an outer surface roller and an inner surface roller that contacts the inner surface of the belt-shaped member, is arranged.
The roller in the joining roller portion is driven to rotate, and at the joint portion where the tubular body already formed and the strip-shaped member to be newly supplied are joined together, the two outer surface and inner surface rollers are sandwiched, and the molding is performed. A lining construction method in a pipe with a modified cross section, characterized in that the frame is arranged inside the molding frame, and the rigidity is maintained, and the frame is rotated around a restriction frame having a shape matching the modified cross section.
【請求項4】 異形断面管渠内において、両側縁部に接
合部が形成された長尺の帯状部材を連続的に供給して螺
旋状に捲回し、相接する継手相互を係合させて形成して
管状体を付加形成するライニング施工装置であって、 所定の幅と横剛性とを有し、リンク機構をもって屈撓自
在の成形フレーム、 前記成形フレーム回りに装着され、前記管状体の内面に
当接する案内ローラ、 前記成形フレームを介して取り付けられ、前記既に形成
された管状体と新たに供給される帯状部材との接合部相
互の閉合部に配されるとともに帯状部材を挟着する外面
ローラと内面ローラとからなる接合機構部、 前記成形フレームの内側に配され、剛性を保持するとと
もに異形断面形状の案内軌道を有し、前記成形フレーム
の移動を規制する規制フレーム、からなることを特徴と
する異形断面管渠内のライニング施工装置。
4. An elongated strip-shaped member having joints formed on both side edges is continuously supplied and spirally wound in a pipe having a modified cross-section to engage mutually adjacent joints. A lining construction device for forming and additionally forming a tubular body, which has a predetermined width and lateral rigidity and is flexibly bendable with a link mechanism, mounted around the molding frame, and having an inner surface of the tubular body. A guide roller that abuts against the outer surface, which is attached via the molding frame, is disposed at the joint between the joint portion of the already formed tubular body and the newly supplied strip-shaped member, and sandwiches the strip-shaped member A joining mechanism portion composed of a roller and an inner surface roller; a restriction frame which is disposed inside the molding frame, has rigidity and has a guide track with an irregular cross-section, and restricts the movement of the molding frame. Lining apparatus in irregular cross section sewer characterized and.
【請求項5】帯状部材の外面に複数のT形リブが形成さ
れるとともに、接合ローラ部の外面ローラはこのT形リ
ブの間に嵌まり込む請求項1又は請求項3に記載の異形
断面管渠内のライニング施工方法。
5. The irregular cross section according to claim 1, wherein a plurality of T-shaped ribs are formed on the outer surface of the belt-shaped member, and the outer surface roller of the joining roller portion is fitted between the T-shaped ribs. Lining construction method in the pipe.
【請求項6】帯状部材に塑性変形機能材が装入されてな
る請求項3に記載の異形断面管渠内のライニング施工方
法。
6. The method for lining a pipe having a modified cross section according to claim 3, wherein the band-shaped member is charged with a plastically deformable material.
【請求項7】異形断面管渠はボックスカルバートである
請求項1又は請求項3に記載の異形断面管渠内のライニ
ング施工方法。
7. The lining construction method in the irregular cross-section pipe according to claim 1 or 3, wherein the irregular cross-section duct is a box culvert.
【請求項8】成形フレームと規制フレームとの間に介装
され、前記成形フレームに固設されるとともに前記規制
フレームの案内軌条に沿って移動する案内子を有する請
求項4に記載の異形断面管渠内のライニング施工装置。
8. The modified cross section according to claim 4, further comprising a guide member interposed between the molding frame and the regulation frame, fixed to the molding frame, and moving along a guide rail of the regulation frame. Lining construction equipment in the pipe.
JP7091650A 1994-08-25 1995-03-24 Lining construction method and its construction equipment for irregular cross-section culvert Expired - Lifetime JP3035466B2 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP7091650A JP3035466B2 (en) 1995-03-24 1995-03-24 Lining construction method and its construction equipment for irregular cross-section culvert
TW84111132A TW301682B (en) 1994-08-25 1995-10-19
MYPI95003912A MY111858A (en) 1995-01-26 1995-12-18 A method of and an apparatus for linig a pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7091650A JP3035466B2 (en) 1995-03-24 1995-03-24 Lining construction method and its construction equipment for irregular cross-section culvert

Publications (2)

Publication Number Publication Date
JPH08261363A true JPH08261363A (en) 1996-10-11
JP3035466B2 JP3035466B2 (en) 2000-04-24

Family

ID=14032399

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3035466B2 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998032997A1 (en) 1997-01-22 1998-07-30 Sekisui Kagaku Kogyo Kabushiki Kaisha Lining device for inside of free section duct
WO2002048594A1 (en) 2000-12-12 2002-06-20 Adachi Construction Industry Co., Ltd. Method and device for lining construction in sewer followed by simultaneous filling of back-fill material
JP2003039552A (en) * 2001-08-02 2003-02-13 Sekisui Chem Co Ltd Method for applying intrapipe lining and device for manufacturing lined pipe
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JP2015168083A (en) * 2014-03-05 2015-09-28 芦森工業株式会社 Guiding jig of lining material and guiding method of lining material
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Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998032997A1 (en) 1997-01-22 1998-07-30 Sekisui Kagaku Kogyo Kabushiki Kaisha Lining device for inside of free section duct
US6234226B1 (en) 1997-01-22 2001-05-22 Sekisui Kagaku Kogyo Kabushiki Kaisha Apparatus for lining an inner face of tubular culverts having arbitrary cross section
AU734012B2 (en) * 1997-01-22 2001-05-31 Adachi Construction Industry Co., Ltd. Apparatus for lining an inner face of tubular culverts having arbitrary cross section
KR100353682B1 (en) * 1997-01-22 2002-12-28 세끼스이 가가쿠 고교 가부시키가이샤 Lining construction device in free section pipe
WO2002048594A1 (en) 2000-12-12 2002-06-20 Adachi Construction Industry Co., Ltd. Method and device for lining construction in sewer followed by simultaneous filling of back-fill material
JP4746185B2 (en) * 2001-01-19 2011-08-10 足立建設工業株式会社 Lining construction method in pipe
JP2003039552A (en) * 2001-08-02 2003-02-13 Sekisui Chem Co Ltd Method for applying intrapipe lining and device for manufacturing lined pipe
JP4625207B2 (en) * 2001-08-02 2011-02-02 積水化学工業株式会社 In-pipe lining construction method and lining pipe making apparatus used therefor
JP2010264622A (en) * 2009-05-13 2010-11-25 Sekisui Chem Co Ltd Method for forming renovated pipe
JP2011106561A (en) * 2009-11-17 2011-06-02 Sekisui Chem Co Ltd Pipe manufacturing machine and method of manufacturing recycled pipe
JP2015168083A (en) * 2014-03-05 2015-09-28 芦森工業株式会社 Guiding jig of lining material and guiding method of lining material
US10119644B2 (en) 2014-06-04 2018-11-06 Sekisui Chemical Co., Ltd. Winding machine

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