JPH11105134A - Strip-like material for lining tube and method for lining existing tube - Google Patents

Strip-like material for lining tube and method for lining existing tube

Info

Publication number
JPH11105134A
JPH11105134A JP26706297A JP26706297A JPH11105134A JP H11105134 A JPH11105134 A JP H11105134A JP 26706297 A JP26706297 A JP 26706297A JP 26706297 A JP26706297 A JP 26706297A JP H11105134 A JPH11105134 A JP H11105134A
Authority
JP
Japan
Prior art keywords
pipe
lining
communication cable
tube
wall
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
JP26706297A
Other languages
Japanese (ja)
Other versions
JP3769367B2 (en
Inventor
Michihiko Watanabe
充彦 渡辺
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
Original Assignee
Sekisui Chemical 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 filed Critical Sekisui Chemical Co Ltd
Priority to JP26706297A priority Critical patent/JP3769367B2/en
Publication of JPH11105134A publication Critical patent/JPH11105134A/en
Application granted granted Critical
Publication of JP3769367B2 publication Critical patent/JP3769367B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To obtain a strip-like material for a lining tube without necessity of water stopping treatment of a communication cable piping fixing hole by providing a tubular double wall having an inside first wall part and outside second wall part of base material in a lengthwise direction. SOLUTION: A connecting part of both side edges of the strip-like material for a lining tube may be spirally wound and hold watertightness at the tube formed in an existing tube. An engaging rib 12 having a locking part 122 at a lower surface of a protrusion-like projection 121 near at one side edge and a socket 13 having a groove 132 formed with an undercut part 131 for receiving the rib 12 near at the other side edge are continuously provided engageably in a lengthwise direction, and spirally wound. A plurality of ribs 14, 15, 16 and 17 may be stood on flat plate-like base material 11, and spirally wound to reinforce the lining tube formed in the existing tube.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、ライニング管用帯
状体及び既設管のライニング方法に関し、更に詳しく
は、下水道配管、上水道配管、ガス配管等の既設管路を
更生するためのライニング管用帯状体及びこれを用いて
該管路内に極めて簡単な工事によって容易に通信用ケー
ブル配管の付設を可能にした既設管のライニング方法に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lining pipe band and a method of lining an existing pipe, and more particularly, to a lining pipe band for rehabilitating existing pipes such as sewer pipes, water pipes, gas pipes, and the like. The present invention relates to a method for lining an existing pipe, which allows a communication cable pipe to be easily provided in the pipe by extremely simple construction.

【0002】[0002]

【従来の技術】ケーブルテレビジョン等の有線によるコ
ミュニケーションの発展に伴い、既成市街地における通
信用ケーブルの付設スペースが大きな問題となり、地下
埋設施設であり、既成市街地を網の目状に設置されてい
る下水道配管、上水道配管、ガス配管等の既設管路内を
利用する提案がなされ、一部実施に移されている。特
に、下水道管路にあっては、その性格上、下水道配管上
部に余裕空間があるためか、管路断面上部に通信用ケー
ブル配管が併設されている。
2. Description of the Related Art With the development of cable communication such as cable television, a space for installing a communication cable in a built-up city area has become a serious problem, and it is an underground buried facility, and the built-up city area is installed in a mesh pattern. Proposals have been made to use existing pipes, such as sewer pipes, water pipes, and gas pipes, and some have been put into practice. In particular, in the case of a sewer pipe, due to its nature, there is an extra space above the sewer pipe, and a communication cable pipe is provided along the cross section of the pipe.

【0003】従来、上記管路断面上部に通信用ケーブル
配管を固定するため、既設管路内壁面にフック等の通信
用ケーブル配管固定治具を取り付ける等準備作業、既設
管渠内における通信用ケーブルの付設のための配管諸工
事を必要とするものである。更に、既設管路内壁面をラ
イニングして、更生しながら上記配管諸工事を遂行する
ためには、上記フック等の通信用ケーブル配管固定治具
を取り付けるために、新たに形成されたライニング面
に、孔をあけなければならず、穿設された孔の止水処理
が完全に実施されないと、既設管路内壁と新ライニング
管との間隙に侵入した水圧によって、新ライニング管を
損傷したり、系外への漏水したりするおそれのあるもの
であった。
[0003] Conventionally, in order to fix the communication cable pipe on the upper section of the above-mentioned pipe, preparation work such as mounting a communication cable pipe fixing jig such as a hook on the inner wall surface of the existing pipe is required. It requires plumbing work for installation. Furthermore, in order to perform the above-mentioned piping work while lining the existing pipe inner wall surface and rehabilitating the pipe, the communication cable pipe fixing jig such as the hook or the like is attached to the newly formed lining surface. If the hole has to be drilled and the water stoppage treatment of the drilled hole is not completely implemented, the new lining pipe may be damaged by water pressure that has entered the gap between the inner wall of the existing pipeline and the new lining pipe, The water could leak out of the system.

【0004】[0004]

【発明が解決しようとする課題】本発明は、叙上の事実
に鑑みなされたものであって、その目的とするところ
は、通信用ケーブル配管固定具用孔の止水処理の必要の
ないライニング管用帯状体と、これを用いる容易且つ迅
速な通信用ケーブル配管の付設を可能にした既設管のラ
イニング方法を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above facts, and an object of the present invention is to provide a lining which does not require a water stopping process for a communication cable pipe fixing hole. It is an object of the present invention to provide a method for lining an existing pipe, which makes it possible to easily and quickly attach a communication cable pipe using the same.

【0005】[0005]

【課題を解決するための手段】請求項1記載の発明は、
平板状の基材の両側縁付近に長手方向に連続した接合部
を有し、螺旋状に巻回され、相接する接合部同士が接合
されて既設管をライニングするライニング管用帯状体で
あって、上記基材の内側の第一の壁部と外側の第二の壁
部とからなる管状の二重壁部が長手方向に設けられてい
ることを特徴とするライニング管用帯状体をその要旨と
する。
According to the first aspect of the present invention,
A lining pipe band body having a joining portion continuous in the longitudinal direction near both side edges of a flat base material, spirally wound, and joined joining portions are joined to each other to line an existing pipe, The gist of the lining tube band is characterized in that a tubular double wall portion comprising a first inner wall portion and an outer second wall portion of the base material is provided in a longitudinal direction. I do.

【0006】請求項2記載の発明は、請求項1記載のラ
イニング管用帯状体の管状の二重壁部が形成されている
部分の第一の壁部に長手方向に2本の切り込みを入れ、
該切り込みが入れられた第一の壁部を内側に引き出すこ
とを特徴とする既設管のライニング方法をその要旨とす
る。
According to a second aspect of the present invention, two cuts are made in the longitudinal direction in the first wall portion of the portion of the lining tube band according to the first aspect, in which the tubular double wall portion is formed,
A gist of the present invention is a method for lining an existing pipe, wherein the cut-out first wall portion is drawn inward.

【0007】請求項3記載の発明は、上記内側に引き出
された第一の壁部に、ケーブルを挿通することを特徴と
する請求項2記載の既設管のライニング方法をその要旨
とする。
The gist of the invention according to claim 3 is to provide a method for lining an existing pipe according to claim 2, characterized in that a cable is inserted through the first wall portion drawn inward.

【0008】請求項4記載の発明は、請求項1記載のラ
イニング管用帯状体の管状の二重壁部が形成されている
部分の第一の壁部にケーブル固定具をライニング管内に
取着することを特徴とする既設管のライニング方法をそ
の要旨とする。
According to a fourth aspect of the present invention, a cable fixing member is attached to a first wall portion of a portion of the lining tube band according to the first aspect, in which the tubular double wall portion is formed, in the lining tube. The gist of the present invention is a lining method for existing pipes.

【0009】請求項1記載の発明において用いられるラ
イニング管用帯状体は、一般に、昭和62年7月28日
付建設省告示第1451号に基づき「下水道管渠の更生
技術」として技術審査証明を受けた「スーパーSPR工
法(Sewage Pipe Renewal Method)」に用いられる硬質
塩化ビニル製プロファイルとして、該プロファイルを製
管してライニングした後、ライニング管路内に通信用ケ
ーブル配管等を容易且つ迅速に付設できるように開発し
たものである。
The lining pipe strip used in the first aspect of the present invention generally has received a technical examination certificate as "rehabilitation technology for sewer sewers" based on the notification of the Ministry of Construction No. 1451 on July 28, 1987. As a profile made of hard vinyl chloride used in the "Super SPR Method (Sewage Pipe Renewal Method)", after making this profile into a pipe and lining it, it is possible to easily and quickly attach communication cable piping etc. in the lining conduit. It was developed in.

【0010】上記ライニング管用帯状体を構成する素材
は、螺旋状に巻回され、相接する接合部同士が接合され
て既設管内に形成された螺旋状ライニング管が、これを
外套する既設配管と一体となって、得られるライニング
管路が求める必要強度、例えば、下水道施設設計指針が
求める下水管の必要強度を有するものであれば、特に限
定されるものではないが、上記するプロファイルを押出
成形法によって連続的に成形できる熱可塑性樹脂、就
中、成形性に優れた塩化ビニル樹脂が好適である。勿
論、他の熱可塑性樹脂や金属を排除するものではない。
[0010] The material constituting the lining pipe band is spirally wound, and the helical lining pipe formed in the existing pipe by joining the joints which are in contact with each other is connected to the existing pipe which covers the helical lining pipe. Integrally, it is not particularly limited as long as it has the required strength required by the obtained lining conduit, for example, the required strength of the sewer pipe required by the sewerage facility design guideline. Thermoplastic resins which can be continuously molded by the method, particularly, vinyl chloride resins having excellent moldability are preferred. Of course, this does not exclude other thermoplastic resins and metals.

【0011】以下、図面を参照しながら説明する。請求
項1記載の発明のライニング管用帯状体の両側縁の接合
部は、螺旋状に巻回され、既設管内に形成されたライニ
ング管が、各々の用途において水密性を保持し得るもの
であれば特に限定されるものではないが、例えば、図1
に示されるように、一側縁付近に凸状突起121の下面
に係止部122を有する係合リブ12と、他側縁付近
に、上記係合リブ12を受容するアンダーカット部13
1が形成された凹状溝132を有するソケット13とが
係合可能に長手方向に連続して設けられ、螺旋状に巻回
され、図2に示されるように相接する接合部同士が接合
されてライニング管を形成し得る1片からなるライニン
グ管用帯状体であってもよく、又、図5及び図6に示す
ように、両側縁に凸状突起123の下面に係止部124
を有する係合リブ125と、螺旋状に巻回され、図6に
示されるように相接する2個の上記係合リブ125を緊
締して受容するアンダーカット部133が形成された凹
状溝134を有する長尺の緊締具135の2片の部材か
らなるライニング管用帯状体1であってもよい。
A description will be given below with reference to the drawings. The joints on both side edges of the lining pipe band according to the first aspect of the present invention are spirally wound so long as the lining pipe formed in the existing pipe can maintain watertightness in each application. Although not particularly limited, for example, FIG.
As shown in FIG. 3, an engaging rib 12 having a locking portion 122 on the lower surface of a convex protrusion 121 near one side edge, and an undercut portion 13 for receiving the engaging rib 12 near another side edge.
A socket 13 having a concave groove 132 formed with a groove 1 is continuously provided in the longitudinal direction so as to be engageable, spirally wound, and joined joints which are in contact with each other as shown in FIG. 5 and 6, a locking portion 124 may be provided on the lower surface of the convex protrusion 123 on both side edges, as shown in FIGS.
6, and a concave groove 134 formed with an undercut portion 133 which is spirally wound and tightly receives the two engaging ribs 125 adjacent to each other as shown in FIG. The lining pipe band 1 may be a two-piece member of a long tightening device 135 having the following.

【0012】又、本発明のライニング管用帯状体1は、
基材11の内側の第一の壁部111と外側の第二の壁部
112とを含む管状の二重壁部113が長手方向に設け
られてなるものであるが、第一の壁部111は部分的に
欠落し、螺旋状に巻回され、ライニング管が形成された
場合、内部に開口する部分的な穴が開いたものであって
もよい。
Further, the lining tube band 1 of the present invention comprises:
A tubular double wall 113 including a first wall 111 inside and a second wall 112 outside the substrate 11 is provided in the longitudinal direction. May be partially missing, spirally wound, and when a lining tube is formed, a partially opened hole may be opened inside.

【0013】又、本発明のライニング管用帯状体1は、
図1に示されるように、平板状の基材11に、複数のリ
ブ14、15、16及び17が立設され、螺旋状に巻回
され、既設管内に形成されたライニング管を補強するも
のであってもよい。又、上記リブ14、15及び16
(以下、外径規制リブと称する。)は、基材11上に直
交する壁面14a、15a及び16aと、これらの壁面
14a、15a及び16aの頂部に設けられた広幅のス
トッパー部14b、15b及び16bが、基材11面に
平行する平面上に同一高さで設けられ、形成されるライ
ニング管の補強をすると共に、該ライニング管の外径を
規制し、既設管路内面とライニング管外面間に充填され
る裏込め剤のスペーサーとしても作用する。
The lining tube band 1 of the present invention comprises:
As shown in FIG. 1, a plurality of ribs 14, 15, 16 and 17 are erected on a flat base material 11 and spirally wound to reinforce a lining pipe formed in an existing pipe. It may be. The ribs 14, 15 and 16
(Hereinafter referred to as an outer diameter regulating rib.) Are wall surfaces 14a, 15a, and 16a orthogonal to the base material 11, and wide stopper portions 14b, 15b provided on tops of the wall surfaces 14a, 15a, and 16a. 16b is provided at the same height on a plane parallel to the surface of the base material 11 and reinforces the formed lining pipe, regulates the outer diameter of the lining pipe, and controls the outer diameter of the lining pipe between the inner surface of the existing pipeline and the outer surface of the lining pipe. It also acts as a spacer for the backfilling agent that is filled in.

【0014】上記複数の外径規制リブ14、15及び1
6の高さは、基材11面に同一高さで設けられてもよい
が、異なる高さであってもよい。上記複数の外径規制リ
ブ14、15及び16の高さが各々異なる場合には、螺
旋状に巻回されてライニング管が形成されたとき、最も
高い外径規制リブがライニング管の外径を規制すること
になる。
The plurality of outer diameter regulating ribs 14, 15, and 1
The height 6 may be provided at the same height on the surface of the base material 11 or may be different. When the plurality of outer diameter regulating ribs 14, 15, and 16 have different heights, when the lining pipe is formed by being spirally wound, the highest outer diameter regulating rib sets the outer diameter of the lining pipe. It will be regulated.

【0015】又、リブ17は、斜めリブであり、ソケッ
ト13の下部側より外方に延出し、且つ長手方向に連続
して設けられており、隣合って相接する係合リブ12方
向に押圧力を及ぼし、これらの係合を補強する機能を有
する。
The ribs 17 are oblique ribs, extend outward from the lower side of the socket 13, and are provided continuously in the longitudinal direction. It has the function of exerting a pressing force and reinforcing these engagements.

【0016】又、18はシーリング剤層であって、上記
ソケット13と係合リブ12の係合部における水密性を
補強している。図示はしていないが、上記シーリング剤
層18は、ソケット13と係合リブ12の係合部もしく
はその双方に設けられてもよい。
Reference numeral 18 denotes a sealing agent layer, which reinforces the watertightness of the engagement portion between the socket 13 and the engagement rib 12. Although not shown, the sealing agent layer 18 may be provided on the engagement portion between the socket 13 and the engagement rib 12 or on both of them.

【0017】上記ライニング管用帯状体1は、更に、図
3に一部切欠斜視図で示される補強材2を、図4に示す
ように、外径規制リブ15及び16の間に挿入して、既
設管路内で螺旋状に巻回され、隣合って相接する係合リ
ブ及びソケットを係合させて形成されるライニング管を
補強するようなされたものであってもよい。
As shown in FIG. 4, the lining pipe band 1 is further inserted with a reinforcing member 2 shown in a partially cutaway perspective view between outer diameter regulating ribs 15 and 16 as shown in FIG. The lining pipe may be helically wound in the existing pipeline to reinforce a lining pipe formed by engaging an engaging rib and a socket which are adjacent to each other.

【0018】上記補強材2は、特に既設管路内で形成さ
れるライニング管を補強し得るものであれば特に限定さ
れるものではないが、好ましくは金属製、就中、アルミ
ニウム製、鉄製等の加工し易い金属製が好ましく、更
に、耐食性を必要とする用途にはステンレス鋼製等の不
銹性金属製がより好ましい。又、その形状も効果的に補
強し得るものであれば特に限定されるものではないが、
例えば、断面U字状、逆U字状、W字状、逆W字状等の
長尺板状体が挙げられる。
The reinforcing material 2 is not particularly limited as long as it can reinforce the lining pipe formed in the existing pipeline, but is preferably made of metal, especially aluminum, iron or the like. It is preferably made of a metal which can be easily processed, and more preferably made of stainless steel or the like for applications requiring corrosion resistance. Also, the shape is not particularly limited as long as it can effectively reinforce,
For example, a long plate-shaped body such as a U-shaped cross section, an inverted U-shape, a W-shape, and an inverted W-shape may be used.

【0019】図3に示される補強材2は、断面W字状の
長尺板状体からなり、図4に示されるようにライニング
管用帯状体1の外径規制リブ15及び16間に挿入され
る。上記補強材2の両側端は、上記外径規制リブ15及
び16の支柱部aとストッパー部bの下面直交部分に係
合されるが、該部における滑動を防止し、係合を強固に
するため、長手方向に連続して高さ1〜10mm、ピッ
チ1〜20mm程度の鋸歯状の切込み21、21が設け
られている。又、22は、後述する裏込め剤が、該補強
材2とライニング管用帯状体1間の空隙にも入り込むよ
うに設けられた通孔である。
The reinforcing member 2 shown in FIG. 3 is formed of a long plate-like body having a W-shaped cross section, and is inserted between the outer diameter regulating ribs 15 and 16 of the lining tube band 1 as shown in FIG. You. Both side ends of the reinforcing member 2 are engaged with the column portions a of the outer diameter regulating ribs 15 and 16 and the portions orthogonal to the lower surfaces of the stopper portions b, but prevent sliding at the portions and strengthen the engagement. For this purpose, sawtooth cuts 21 having a height of about 1 to 10 mm and a pitch of about 1 to 20 mm are provided continuously in the longitudinal direction. Reference numeral 22 denotes a through hole provided so that a backfilling agent, which will be described later, enters a gap between the reinforcing member 2 and the band-shaped body 1 for a lining pipe.

【0020】上記ライニング管用帯状体1は、螺旋状に
巻回されると共に、隣合って相接する係合リブ及びソケ
ットを係合させて既設管路内面に沿ってライニング管を
形成する。上記ライニング管の形成手段は、特に限定さ
れるものではなく、例えば、特開昭55−61434号
公報に開示されているような簡単な製管設備を用いてラ
イニング作業現場で行われるものであるが、図3及び図
4に示されたライニング管用帯状体を用いて、製管する
方法を、図7に示された工程説明図によって説明する。
The lining pipe strip 1 is spirally wound, and an engaging rib and a socket that are adjacent to each other are engaged to form a lining pipe along the inner surface of the existing pipeline. The means for forming the lining pipe is not particularly limited. For example, the lining pipe is formed at a lining work site using a simple pipe manufacturing facility as disclosed in Japanese Patent Application Laid-Open No. 55-61434. However, a method of producing a pipe using the lining pipe band shown in FIGS. 3 and 4 will be described with reference to a process explanatory diagram shown in FIG.

【0021】31はライニング管用帯状体1繰出しドラ
ムであり、これに巻取られたライニング管用帯状体1
が、既設下水管路40のマンホール41内に工事用に設
置された製管機32に供給される。一方、33は補強材
2を湾曲するための回転ローラーであり、補強材2は製
管機32に供給される前に、既設管路内面をライニング
するライニング管の口径より小径に強制的に湾曲され、
螺旋状に湾曲させて製管機32に供給される。
Reference numeral 31 denotes a lining tube band 1 feeding drum, and the lining tube band 1 wound around the drum.
Is supplied to the pipe-making machine 32 installed for construction in the manhole 41 of the existing sewage pipe 40. On the other hand, reference numeral 33 denotes a rotating roller for bending the reinforcing member 2. The reinforcing member 2 is forcibly bent to a diameter smaller than the diameter of the lining pipe which lines the inner surface of the existing pipeline before being supplied to the pipe-making machine 32. And
It is supplied to the tube making machine 32 after being spirally curved.

【0022】製管機32でライニング管用帯状体1は、
螺旋状に巻回されると共に、隣合って相接する係合リブ
及びソケットを係合させて既設下水管路より若干小径の
ライニング管が形成されるが、補強材2は製管機32の
嵌合ローラーによって製管されたライニング管用帯状体
1の外径規制リブ15及び16間に挿入されて、既設下
水管路40内に矢印の方向に連続して螺旋状に回転しな
がらライニング管20が製管されていく。
The lining pipe band 1 of the pipe making machine 32 is
A lining pipe having a diameter slightly smaller than that of the existing sewage pipe is formed by spirally winding and engaging an engaging rib and a socket which are adjacent to each other and engage with each other. The lining pipe 20 is inserted between the outer diameter regulating ribs 15 and 16 of the lining pipe band 1 produced by the fitting roller, and continuously spirally rotates in the direction of an arrow in the existing sewage pipe 40. Is being made.

【0023】尚、上記補強材2を、ライニング管の口径
より小径に強制的に湾曲する理由は、該ライニング管に
拡径する力が働いても、上記湾曲によるスプリングバネ
圧によって拡径を防止するためである。
The reason that the reinforcing material 2 is forcibly bent to a diameter smaller than the diameter of the lining pipe is that even if a force for expanding the lining pipe acts, the expansion is prevented by the spring spring pressure due to the bending. To do that.

【0024】既存管路内にライニング管が形成された
後、既存管路とライニング管の間隙に裏込め材が注入・
硬化される。裏込め材とは、既存管路とライニング管を
接着させるために用いられるものであって、特に限定さ
れるものではないが、例えば、前記するスーパーSPR
工法で用いられる裏込め材は、ポルトランドセメント等
の接着性主材に、黒曜石等の軽量骨材、膨張剤、界面活
性剤、樹脂エマルジョン等を配合した特殊モルタルであ
る。
After the lining pipe is formed in the existing pipeline, the backfill material is injected into the gap between the existing pipeline and the lining pipe.
Is cured. The backfill material is used for bonding an existing pipeline and a lining pipe, and is not particularly limited.
The backfill material used in the construction method is a special mortar in which an adhesive main material such as Portland cement or the like is mixed with a lightweight aggregate such as obsidian, a swelling agent, a surfactant, and a resin emulsion.

【0025】かくして得られたライニング管は、該ライ
ニング管壁の内側の第一の壁部と外側の第二の壁部とを
含む管状の二重壁部が螺旋状に形成されているので、上
記ライニング管壁の二重壁部となっている部分に、該ラ
イニング管の管軸に沿って切り込みを入れ、内側の第一
の壁部を内側に引き出すことによって、例えば、通信用
ケーブル用配管等の固定具が形成される。
In the lining tube thus obtained, the tubular double wall portion including the inner first wall portion and the outer second wall portion of the lining tube wall is formed in a spiral shape. By making a cut along the pipe axis of the lining pipe in the portion of the lining pipe wall that is a double wall section and pulling out the inner first wall section, for example, a communication cable pipe Are formed.

【0026】上記切り込みは、二重壁部となっている部
分であれば特に限定されるものではないが、例えば、上
記ライニング管の管軸と直交する方向に通信用ケーブル
等の配管、配線等の部材を支え得る幅で切込みを入れ、
該切込み部分をライニング管壁の湾曲方向と逆方向(内
側)に加熱しながら引っ張って、ライニング管壁と引き
出された切込み部分との間に通信用ケーブル用配管等を
挿入する空間を形成し、同様にして上記ライニング管の
管軸に沿って間欠的に同様の空間を形成し、引き出され
た切込み部分を各々固定具としてもよいが、上記同様の
位置に、作業用の切り込み窓を作り、該作業用の切り込
み窓付近に別途作製された通信用ケーブル用配管固定具
を取り付けてもよい。
The cut is not particularly limited as long as it is a double-walled portion. For example, piping such as a communication cable or wiring, wiring, etc. may be provided in a direction perpendicular to the pipe axis of the lining pipe. Make a cut with a width that can support the member of
The cut portion is pulled while being heated in the opposite direction (inside) to the bending direction of the lining tube wall to form a space for inserting a communication cable pipe or the like between the lining tube wall and the drawn cut portion, In the same manner, a similar space is formed intermittently along the pipe axis of the lining pipe, and the cut-out portions drawn out may be used as fixtures, respectively. A communication cable piping fixture separately manufactured may be attached near the cut window for the work.

【0027】図10(a)に、上記二重壁部となってい
る第一の壁部111に2本の切り込み8、8が入れられ
た状態を、上記ライニング管の管軸に沿った断面の部分
図で示す。 図10(b)は、図10(a)の上記2本
の切り込み8、8間の第一の壁部111をライニング管
の内側に引き出した状態を同断面部分図で示すものであ
って、引き出された第一の壁部111とライニング管5
との間に、通信ケーブル固定用の空間が形成される。図
10(c)は、図10(b)で形成された通信ケーブル
固定用の空間に、通信ケーブル6が架線された状態を示
し、該通信ケーブル6は、ライニング管5管軸方向に間
欠的に設けられた上記2本の切り込み8、8間の第一の
壁部111からなる通信ケーブル用配管固定具51によ
ってライニング管5内に架線、固定される。
FIG. 10 (a) shows a state where two cuts 8, 8 are made in the first wall 111, which is the double wall, in a cross section along the pipe axis of the lining pipe. Is shown in a partial view of FIG. FIG. 10B is a partial sectional view showing a state in which the first wall portion 111 between the two cuts 8 in FIG. 10A is drawn inside the lining pipe. The drawn out first wall portion 111 and the lining tube 5
A space for fixing the communication cable is formed between them. FIG. 10C shows a state in which the communication cable 6 is wired in the communication cable fixing space formed in FIG. 10B, and the communication cable 6 is intermittent in the axial direction of the lining pipe 5. The overhead wire is fixed in the lining pipe 5 by the communication cable piping fixture 51 including the first wall 111 between the two cuts 8 provided in the lining pipe 5.

【0028】図9は、請求項4記載の発明の既設管のラ
イニング方法において、上記二重壁部となっている第一
の壁部111に、通信用ケーブル用配管固定具52を取
り付けた状態を、上記ライニング管の管軸に直交する方
向に切断した断面図を示すものであり、通信ケーブル用
配管固定具52は、上記二重壁部となっている第一の壁
部111の内面から取り付けられている。
FIG. 9 shows a state in which the pipe fixing fixture 52 for a communication cable is attached to the first wall portion 111 which is the double wall portion in the method for lining an existing pipe according to the present invention. FIG. 3 is a cross-sectional view cut in a direction perpendicular to the pipe axis of the lining pipe, and the communication cable pipe fixing tool 52 is viewed from the inner surface of the first wall 111 serving as the double wall. Installed.

【0029】上記通信ケーブル用配管固定具52の上記
第一の壁部111への固定方法は、特に限定されるもの
ではないが、例えば、打ち込んで先端部が開いて係止し
得る中空構造用プラグ等のアンカー釘を用いて、ライニ
ング管の内側より通信ケーブル用配管固定具52を上記
第一の壁部111へ固定してもよく、又、上述するよう
に、上記第一の壁部111の一部に作業用窓を切り抜い
てライニング管の内側より差し込まれた通信ケーブル用
配管固定具52の先端をナットやビスを用いて上記第一
の壁部111の外面に固定してもよい。いずれの方法を
採っても、該通信ケーブル用配管固定具52の取付けの
ために穿設されたアンカー釘孔等は、該部が更に外側
に、第二の壁部112があって二重壁部となっているの
で、止水処理は全く無用であり、極めて短時間に確実な
通信ケーブル用配管固定具52の固定が可能である。
The method of fixing the communication cable piping fixture 52 to the first wall portion 111 is not particularly limited. The communication cable piping fixture 52 may be fixed to the first wall portion 111 from the inside of the lining tube using an anchor nail such as a plug, or the first wall portion 111 may be fixed as described above. The working window may be cut out from a part of the pipe and the tip of the communication cable piping fixture 52 inserted from the inside of the lining pipe may be fixed to the outer surface of the first wall 111 using a nut or a screw. Whichever method is adopted, the anchor nail hole or the like drilled for attaching the communication cable piping fixture 52 has a double wall having a second wall 112 on the outer side. Since it is a part, the water stopping process is completely unnecessary, and the fixing of the communication cable piping fixture 52 in an extremely short time is possible.

【0030】本発明のライニング管用帯状体は、叙上の
如く、コイル状にコンパクトに巻重して、ライニング作
業現場に搬送でき、簡単な製管設備を使用し、現場で螺
旋状に巻付けるだけでライニング管とすることができる
ので、搬送コストを低減でき、且つ、任意の口径のライ
ニング管が容易に得られる利点がある上、既存管路内に
形成されたライニング管の二重管壁部分に切り込みを入
れ引き出すだけで通信用ケーブル用配管等の挿入用空間
を形成し、通信用ケーブル用配管等を容易に付設するこ
とができるものである。
As described above, the band for a lining pipe of the present invention can be compactly wound in a coil shape and conveyed to a lining work site, and can be spirally wound on site using a simple pipe making facility. The lining pipe can be made only by itself, so that there is an advantage that the transportation cost can be reduced, the lining pipe of any diameter can be easily obtained, and the double pipe wall of the lining pipe formed in the existing pipeline is provided. The insertion space for the communication cable piping or the like is formed simply by making a cut in the portion and pulling it out, so that the communication cable piping or the like can be easily attached.

【0031】本発明の既設管のライニング方法は、上記
ライニング管用帯状体を用いて既存管路をライニングす
るものであるので、通信用ケーブル配管等を簡単な付設
方法によって、何時でも上記二重管壁となっているライ
ニング管の内側の第一の壁部分に2本の切込みを入れ、
該切込み部分を加熱しながら内側に引張るだけ等の極め
て簡易な手段で、迅速に、且つ、止水処理等の煩わしい
作業・工程を要することなく、通信用ケーブル用配管等
の挿入用空間を形成し、該部を通信用ケーブル用配管等
の固定具とし、これら配管、配線等の部材をライニング
管に沿って付設することができるのである。
Since the existing pipe lining method of the present invention uses the above-mentioned lining pipe band to line an existing pipe, the communication pipe and the like can be connected to the double pipe at any time by a simple attaching method. Make two cuts in the first wall part inside the lining tube that is the wall,
Forming a space for insertion of communication cable piping etc. quickly and without the need for cumbersome operations and processes such as water stoppage processing by extremely simple means such as simply pulling the cut portion inward while heating. This part can be used as a fixture such as a communication cable pipe, and these pipes, wiring, and other members can be attached along the lining pipe.

【0032】[0032]

【発明の実施の形態】以下、本発明の実施例について、
図面を参照しながら説明するが、本発明は、これらの実
施例に限定されるものではない。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, embodiments of the present invention will be described.
Although described with reference to the drawings, the present invention is not limited to these examples.

【0033】(実施例1)図1に示される形状の本発明
の硬質塩化ビニル系樹脂製ライニング管用帯状体(基材
厚さ3.4mm、外径規制リブの高さ21.5mm、係
合リブ及びソケット間の長さ79mm、シールング剤:
塩化ビニル系エラストマー使用)1を繰出しドラム31
より供給し、図7に示すマンホール4内に工事用に仮設
された製管機32によって製管しながら、地中の既設下
水道管路(下水管内径:1000mm)40内に、内径
900mmのライニング管5を形成し、既設下水道管路
40内面とライニング管5外面間に裏込め材7を注入し
てライニング施工した(ここでは補強材2は用いられて
いない。)。
(Example 1) A band for a lining pipe made of a hard vinyl chloride resin of the present invention having the shape shown in FIG. 1 (base material thickness: 3.4 mm, outer diameter regulating rib height: 21.5 mm, engagement) 79 mm length between rib and socket, sealing agent:
Feeding drum 31 using vinyl chloride elastomer)
The lining having a 900 mm inner diameter is placed in an existing underground sewer pipe (sewage pipe inner diameter: 1000 mm) 40 while the pipe is being supplied by a pipe forming machine 32 temporarily installed for construction in the manhole 4 shown in FIG. The pipe 5 was formed, and the backing material 7 was injected between the inner surface of the existing sewer pipe 40 and the outer surface of the lining pipe 5 to perform lining work (the reinforcing material 2 is not used here).

【0034】かくして既設下水道管路40内にライニン
グ管5が形成されるが、該ライニング管5は、これを構
成しているライニング管用帯状体1中央部付近におい
て、内側の第一の壁部111と外側の第二の壁部112
とからなる二重壁部113となっているので、該部分に
おいて、図8に示すように、最上部から円周方向の長さ
左右75mm計150mm(切込み角度:60°)切込
みを、管軸方向に150mm間隔で2本入れ、該切込み
部間の管壁をトーチランプで加熱しながら内側に引き出
し、同様に、ライニング管5の管軸方向に直線的に79
0mm間隔で、通信ケーブル用配管6固定具51を形成
し、ライニング管内面と該固定具間に外径150mmφ
の通信ケーブル用配管6を挿入接続して通信ケーブル配
管を付設した。
In this way, the lining pipe 5 is formed in the existing sewer pipe 40. The lining pipe 5 is located near the center of the lining pipe band 1 constituting the lining pipe 1 at the inner first wall 111. And the outer second wall 112
As shown in FIG. 8, in this portion, a 150 mm (cutting angle: 60 °) cut in the circumferential direction from the top to the left and right 75 mm in total, as shown in FIG. 2 at 150 mm intervals in the direction, and draw out the inside of the tube wall between the cuts while heating it with a torch lamp.
The communication cable piping 6 fixtures 51 are formed at 0 mm intervals, and the outer diameter is 150 mmφ between the inner surface of the lining pipe and the fixtures.
The communication cable piping 6 was inserted and connected to provide communication cable piping.

【0035】(実施例2)実施例1の硬質塩化ビニル系
樹脂製ライニング管用帯状体1を、同様にして既設下水
道管路(下水管内径:700mm)40内に、内径60
0mmのライニング管5を形成し、ライニング管壁の切
込みを、最上部から円周方向の長さ左右50mm計10
0mm(切込み角度:60°)とし、外径100mmφ
の通信ケーブル用配管6を挿入接続したこと以外、実施
例1と同様に通信ケーブル配管を付設した。
(Example 2) The belt-like body 1 for a lining pipe made of a hard vinyl chloride resin of Example 1 was similarly placed in an existing sewer pipe (sewage pipe inner diameter: 700 mm) 40 with an inner diameter of 60 mm.
A lining pipe 5 of 0 mm is formed, and a cut of the lining pipe wall is made in a circumferential direction 50 mm in total from the top to the left and right 50 mm in total.
0mm (cutting angle: 60 °), outer diameter 100mmφ
A communication cable pipe was provided in the same manner as in Example 1 except that the communication cable pipe 6 was inserted and connected.

【0036】(実施例3)図4に示される形状の本発明
の硬質塩化ビニル系樹脂製ライニング管用帯状体(基材
厚さ3.4mm、外径規制リブの高さ21.5mm、係
合リブ及びソケット間の長さ79mm、W型スチール補
強材2:中央上面折曲げ部高さ17.2mm、両側下面
曲げ部間距離14.0mm、鋼材厚さ1.2mm、シー
ルング剤:塩化ビニル系エラストマー使用)1を、同様
にして既設下水道管路(下水管内径:2000mm)4
0内に、内径1800mmのライニング管5を形成し、
ライニング管壁の切込みを、最上部から円周方向の長さ
左右150mm計300mm(切込み角度:60°)と
し、外径200mmφの通信ケーブル用配管6を挿入接
続したこと以外、実施例1と同様に通信ケーブル配管を
付設した。
Example 3 A band for a lining pipe made of a hard vinyl chloride resin of the present invention having a shape shown in FIG. 4 (base material thickness: 3.4 mm, outer diameter regulating rib height: 21.5 mm, engagement) Length between rib and socket: 79 mm, W-shaped steel reinforcement 2: height of central upper bent portion 17.2 mm, distance between lower bent portions on both sides 14.0 mm, steel thickness 1.2 mm, sealing agent: vinyl chloride Elastomer used) 1 in the same manner as existing sewer pipe (sewer pipe inner diameter: 2000 mm) 4
In 0, a lining tube 5 having an inner diameter of 1800 mm is formed,
Same as Example 1 except that the cut of the lining pipe wall was a total of 300 mm (cut angle: 60 °) with a total length of 150 mm left and right in the circumferential direction from the top and a communication cable pipe 6 with an outer diameter of 200 mmφ. A communication cable piping was added to the system.

【0037】(実施例4)実施例3のライニング管壁の
切込みを、最上部から円周方向の長さ左右112.5m
m計225mm(切込み角度:45°)とし、外径10
0mmφの通信ケーブル用配管6を挿入接続したこと以
外、実施例3と同様に通信ケーブル配管を付設した。
(Embodiment 4) The cut of the lining tube wall of Embodiment 3 is made 112.5 m in the circumferential direction from the top to the left and right.
m total 225mm (cutting angle: 45 °), outer diameter 10
A communication cable pipe was provided in the same manner as in Example 3 except that a communication cable pipe 6 of 0 mmφ was inserted and connected.

【0038】(実施例5)実施例3のライニング管壁の
切込みを入れた部分に相当部分に、2個の孔を穿ち、図
9に示すような通信ケーブル用配管固定具52の両先端
部を中空構造用プラグ様構造のアンカー釘としておき、
第一の壁部の上記2個の孔に挿入して該第一の壁部外壁
に固定し、該通信ケーブル用配管固定具52に通信ケー
ブル用配管6を挿入接続して、通信ケーブル配管を付設
した。
(Embodiment 5) Two holes are formed in a portion corresponding to the cut portion of the lining tube wall of Embodiment 3, and both end portions of a communication cable piping fixture 52 as shown in FIG. As an anchor nail of a plug-like structure for hollow structure,
The communication cable piping 6 is inserted into the two holes of the first wall and fixed to the outer wall of the first wall, and the communication cable piping 6 is inserted and connected to the communication cable piping fixture 52 to connect the communication cable piping. Attached.

【0039】(比較例1)実施例1の硬質塩化ビニル系
樹脂製ライニング管用帯状体1において、二重壁部を設
けなかったこと以外、実施例1と同様にして既設下水道
管路40内にライニング管50を形成し、既設下水道管
路40内面とライニング管50外面間に裏込め材7を注
入した後、実施例1の通信ケーブル用配管6固定具51
と同位置に、図11に示すように、管壁に通信ケーブル
用配管6固定具52取付け孔53、53を穿ち、該通信
ケーブル用配管6固定具52を実施例1と同間隔で取付
けた後、上記穿孔部分53、53の隙間をシリコーンコ
ーキング剤でシールし、実施例1と同様にして通信ケー
ブル配管を付設した。
(Comparative Example 1) In the strip 1 for a lining pipe made of a hard vinyl chloride resin of Example 1, except that the double wall was not provided, the existing sewer pipe 40 was installed in the same manner as in Example 1. After forming the lining pipe 50 and injecting the backfill material 7 between the inner surface of the existing sewer pipe 40 and the outer surface of the lining pipe 50, the communication cable piping 6 fixing tool 51 of the first embodiment is used.
At the same position as shown in FIG. 11, as shown in FIG. 11, mounting holes 53, 53 for the communication cable piping 6 fixture 52 were drilled in the pipe wall, and the communication cable piping 6 fixture 52 was attached at the same interval as in Example 1. Thereafter, the gap between the perforated portions 53 was sealed with a silicone caulking agent, and a communication cable pipe was attached in the same manner as in Example 1.

【0040】(比較例2)実施例3の硬質塩化ビニル系
樹脂製ライニング管用帯状体1において、二重壁部を設
けなかったこと以外、実施例3と同様にして既設下水道
管路40内にライニング管50を形成し、既設下水道管
路40内面とライニング管50外面間に裏込め材7を注
入した後、実施例1の通信ケーブル用配管6固定具51
と同位置に、図11に示すように、管壁に通信ケーブル
用配管6固定具52取付け孔53、53を穿ち、該通信
ケーブル用配管6固定具52を実施例1と同間隔で取付
けし、実施例1と同様にして通信ケーブル配管を付設し
た。
(Comparative Example 2) In the strip 1 for a lining pipe made of a hard vinyl chloride resin of Example 3, except that the double wall was not provided, the existing sewer pipe 40 was installed in the same manner as in Example 3. After forming the lining pipe 50 and injecting the backfill material 7 between the inner surface of the existing sewer pipe 40 and the outer surface of the lining pipe 50, the communication cable piping 6 fixing tool 51 of the first embodiment is used.
At the same position as shown in FIG. 11, holes 53 for mounting the communication cable piping 6 fixture 52 are drilled in the pipe wall, and the communication cable piping 6 fixture 52 is attached at the same interval as in the first embodiment. A communication cable pipe was attached in the same manner as in Example 1.

【0041】実施例1〜4の各例とも、極めて容易に、
且つ、短時間で通信ケーブル配管を付設でき、裏込め剤
注入時にも、ライニング管壁が充分に水密性が保持され
ているので、裏込め剤がライニング管内に漏れ入ること
も全くなく安全な通信ケーブル配管の付設ができたのに
対し、比較例1、2のいずれも通信ケーブル用配管固定
具取付け自体、かなり面倒な作業である上、裏込め剤が
ライニング管内に浸入するので、上記通信ケーブル用配
管固定具取付け孔取り全てに止水剤による止水処理を行
い当該止水処理作業に多大の工数を要した。
In each of Examples 1 to 4, very easily,
In addition, a communication cable pipe can be attached in a short time, and even when the backfilling agent is injected, the lining tube wall is sufficiently watertight, so that the backfilling agent does not leak into the lining pipe at all and secure communication. In contrast to the installation of the cable piping, the mounting of the communication cable piping fixture itself in each of Comparative Examples 1 and 2 is quite troublesome, and the backfilling agent penetrates into the lining pipe. Water-stopping treatment with a water-stopping agent was performed on all the holes for mounting the pipe fixing fixtures, and the water-stopping work required a great deal of man-hours.

【0042】[0042]

【発明の効果】本発明のライニング管用帯状体は、叙上
の如く構成されているので、コイル状にコンパクトに巻
重して、ライニング作業現場に搬送でき、簡単な製管設
備を使用し、現場で螺旋状に巻付けるだけでライニング
管とすることができるので、搬送コストを低減でき、且
つ、任意の口径のライニング管が容易に得られる利点が
ある上、ライニング管の二重管壁部分に切り込みを入れ
引き出すだけで通信用ケーブル用配管等の挿入用空間を
形成し、通信用ケーブル用配管等を容易に付設すること
ができるものである。
The lining tube strip of the present invention is constructed as described above, so that it can be compactly wound into a coil and transported to the lining work site, using simple pipe making equipment. Since it is possible to form a lining pipe simply by spirally winding it at the site, the transportation cost can be reduced, and there is an advantage that a lining pipe of any diameter can be easily obtained, and a double pipe wall portion of the lining pipe A space for insertion of communication cable piping or the like can be formed simply by making a cut in or withdrawing the communication cable, and the communication cable piping or the like can be easily attached.

【0043】又、本発明の既設管のライニング方法は、
上記ライニング管用帯状体を用いて既設管路をライニン
グするものであるので、通信用ケーブル等を付設するに
際し、何時でも上記二重管壁となっているライニング管
壁部分に2本の切込みを入れ、該切込み部分を加熱しな
がら内側に引張るだけ等の極めて簡易な手段で、迅速
に、且つ、止水処理等の煩わしい作業・工程を要するこ
となく、通信用ケーブル用配管等の挿入用空間を形成
し、通信用ケーブル用配管等を付設することができるの
である。
Further, the lining method of the existing pipe of the present invention is as follows.
Since the existing pipeline is lined using the lining pipe band, two cuts are made in the lining pipe wall portion which is the double pipe wall at any time when a communication cable or the like is attached. By using extremely simple means such as pulling the cut portion inward while heating the cut portion, the space for insertion of communication cable piping and the like can be quickly and without any troublesome work or process such as water stoppage treatment. It can be formed and provided with communication cable piping and the like.

【0044】[0044]

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

【図1】本発明のライニング管用帯状体の一例を示す断
面図である。
FIG. 1 is a cross-sectional view showing an example of a lining pipe strip according to the present invention.

【図2】図1に示す本発明のライニング管用帯状体を螺
旋状に巻回、係合して形成されたライニング管におけ
る、隣合って相接する係合リブ及びソケットの係合状態
を示す一部切欠断面図である。
FIG. 2 shows an engaging state of an engaging rib and a socket which are adjacent to each other and are in contact with each other in a lining tube formed by spirally winding and engaging the lining tube band of the present invention shown in FIG. 1; It is a partially cutaway sectional view.

【図3】本発明のライニング管用帯状体の他の例に用い
られる補強板を示す一部切欠斜視図である。
FIG. 3 is a partially cutaway perspective view showing a reinforcing plate used in another example of the lining pipe band of the present invention.

【図4】図3に示す補強板を用いた本発明のライニング
管用帯状体の他の例を示す断面図である。
4 is a cross-sectional view showing another example of the lining tube band of the present invention using the reinforcing plate shown in FIG. 3;

【図5】本発明のライニング管用帯状体の他の例を示す
一部切欠断面図である。
FIG. 5 is a partially cutaway sectional view showing another example of the lining pipe band according to the present invention.

【図6】図5に示す本発明のライニング管用帯状体を螺
旋状に巻回、係合して形成されたライニング管におけ
る、隣合って相接する係合リブ及びソケットの係合状態
を示す一部切欠断面図である。
FIG. 6 shows an engaging state of an engaging rib and a socket, which are adjacent to each other, in a lining tube formed by spirally winding and engaging the lining tube band of the present invention shown in FIG. 5; It is a partially cutaway sectional view.

【図7】本発明のライニング管用帯状体を用いた通信用
ケーブル配管の付設方法におけるライニング管製管(ラ
イニング)工程を模式的に示す説明図である。
FIG. 7 is an explanatory view schematically showing a lining pipe forming (lining) step in the method for attaching a communication cable pipe using the lining pipe band according to the present invention.

【図8】本発明のライニング管用帯状体を用いた通信用
ケーブル配管の付設方法において、図5に示す既設管路
内に形成されたライニング管に通信用ケーブル用配管固
定具を形成した状態の一例を示す説明図である。
FIG. 8 shows a method for attaching a communication cable pipe using a lining pipe strip according to the present invention, in which a communication cable pipe fixture is formed on a lining pipe formed in an existing pipeline shown in FIG. It is explanatory drawing which shows an example.

【図9】本発明のライニング管用帯状体を用いた通信用
ケーブル配管の付設方法において、図5に示す既設管路
内に形成されたライニング管に通信用ケーブル用配管固
定具を形成した状態の他の例を示す説明図である。
FIG. 9 shows a method for attaching a communication cable pipe using a lining pipe strip according to the present invention, in which a communication cable pipe fixture is formed on a lining pipe formed in an existing pipeline shown in FIG. It is explanatory drawing which shows another example.

【図10】本発明のライニング管用帯状体を用いた通信
用ケーブル配管の付設方法において、図8に示す既設管
路内に形成されたライニング管に通信用ケーブル用配管
固定具を形成する過程を、(a):第一の壁部に切込み
を入れた状態をライニング管の中心線を含む断面の一部
を示す、(b):上記(a)で2本の切込みを入れられ
た第一の壁部をライニング管の内側に引き出した状態を
上記(a)と同断面で示す、及び(c):上記(b)で
形成された通信ケーブル固定用の空間に、通信ケーブル
6が架線された状態を上記(a)と同断面で示す説明図
である。
FIG. 10 shows a process for forming a communication cable piping fixture on a lining tube formed in an existing pipeline shown in FIG. 8 in the method for attaching a communication cable piping using the lining tube band according to the present invention. , (A): a part of the cross section including the center line of the lining pipe showing a state where the first wall is cut, (b): the first cut having two cuts in the above (a) (A) is shown in the same cross section as the above (a), and the communication cable 6 is wired in the space for fixing the communication cable formed in the above (b). FIG. 4 is an explanatory view showing the state in which the state is shown in the same cross section as that of FIG.

【図11】比較例で示したライニング管用帯状体を用い
た既設管のライニング方法において、既設管路内に形成
されたライニング管に通信用ケーブル用配管固定具を形
成した状態の一例を示す説明図である。
FIG. 11 is a diagram illustrating an example of a state in which a pipe fixing device for a communication cable is formed in a lining pipe formed in an existing pipe in the lining pipe lining method using the lining pipe strip shown in the comparative example. FIG.

【符号の説明】[Explanation of symbols]

1 ライニング管用帯状体 11 基材 111 第一の壁部 112 第二の壁部 113 二重壁部 12、125 係合リブ 121、123 凸状突起 122、124 係止部 13 ソケット 131、133 アンダーカット部 132、134 凹状溝 135 緊締具 14、15、16 外径規制リブ a (14、15、16の)支柱部 b (14、15、16の)頭部 18 斜めリブ 19 接着剤層 2 補強材 21 鋸歯状滑動防止部 22 通孔 31 繰出しドラム 32 製管機 33 回転ローラー 34 嵌合ローラー 4 マンホール 40 既設下水管路 5、50 ライニング管 51、52 通信ケーブル用配管固定具 53 配管固定具固定用孔 6 通信ケーブル用配管 7 裏込め材 8 切込み REFERENCE SIGNS LIST 1 Lining tube band 11 Base material 111 First wall 112 Second wall 113 Double wall 12, 125 Engagement rib 121, 123 Convex projection 122, 124 Locking part 13 Socket 131, 133 Undercut Part 132, 134 Concave groove 135 Tightening tool 14, 15, 16 Outer diameter regulating rib a Post (of 14, 15, 16) b b Head (of 14, 15, 16) 18 Diagonal rib 19 Adhesive layer 2 Reinforcing material DESCRIPTION OF SYMBOLS 21 Serrated anti-slip part 22 Through-hole 31 Feeding drum 32 Pipe-making machine 33 Rotating roller 34 Fitting roller 4 Manhole 40 Existing sewage pipe 5, 50 Lining pipe 51, 52 Piping fixture for communication cable 53 For fixing pipe fixture Hole 6 Piping for communication cable 7 Backfill material 8 Notch

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 平板状の基材の両側縁付近に長手方向に
連続した接合部を有し、螺旋状に巻回され、相接する接
合部同士が接合されて既設管をライニングするライニン
グ管用帯状体であって、上記基材の内側の第一の壁部と
外側の第二の壁部とからなる管状の二重壁部が長手方向
に設けられていることを特徴とするライニング管用帯状
体。
1. A lining pipe which has a joining portion continuous in the longitudinal direction near both side edges of a flat base material, is spirally wound, and joined joining portions are joined to each other to line an existing pipe. A band-shaped lining tube band, wherein a tubular double wall portion comprising a first inner wall portion and an outer second wall portion of the base material is provided in a longitudinal direction. body.
【請求項2】 請求項1記載のライニング管用帯状体の
管状の二重壁部が形成されている部分の第一の壁部に長
手方向に2本の切り込みを入れ、該切り込みが入れられ
た第一の壁部を内側に引き出すことを特徴とする既設管
のライニング方法。
2. A cut is made in the longitudinal direction in two cuts in a first wall portion of a portion of the lining tube band according to claim 1, wherein the tubular double wall portion is formed. A method for lining an existing pipe, wherein the first wall is drawn inward.
【請求項3】 上記内側に引き出された第一の壁部に、
ケーブルを挿通することを特徴とする請求項2記載の既
設管のライニング方法。
3. The first wall portion drawn inward,
The method for lining an existing pipe according to claim 2, wherein a cable is inserted.
【請求項4】 請求項1記載のライニング管用帯状体の
管状の二重壁部が形成されている部分の第一の壁部にケ
ーブル固定具をライニング管内に取着することを特徴と
する既設管のライニング方法。
4. A lining tube according to claim 1, wherein a cable fixing member is attached to the first wall portion of the lining tube band where the tubular double wall portion is formed. Pipe lining method.
JP26706297A 1997-09-30 1997-09-30 Lining method for existing pipes Expired - Fee Related JP3769367B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26706297A JP3769367B2 (en) 1997-09-30 1997-09-30 Lining method for existing pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26706297A JP3769367B2 (en) 1997-09-30 1997-09-30 Lining method for existing pipes

Publications (2)

Publication Number Publication Date
JPH11105134A true JPH11105134A (en) 1999-04-20
JP3769367B2 JP3769367B2 (en) 2006-04-26

Family

ID=17439513

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26706297A Expired - Fee Related JP3769367B2 (en) 1997-09-30 1997-09-30 Lining method for existing pipes

Country Status (1)

Country Link
JP (1) JP3769367B2 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002013345A1 (en) * 2000-08-07 2002-02-14 Ashimori Industry Co., Ltd. Method and structure for laying communication cable in underground line, and members used for laying
JP2007124794A (en) * 2005-10-27 2007-05-17 Nippon Telegr & Teleph Corp <Ntt> Method for repairing protective tube in which cable has been laid
JP2013119226A (en) * 2011-12-08 2013-06-17 Sekisui Chem Co Ltd Pipe manufacturing member and heat collecting structure
JP2013200071A (en) * 2012-03-26 2013-10-03 Sekisui Chem Co Ltd Heat collecting system of sewage heat or the like, and construction method of the same
JP2013228085A (en) * 2012-03-30 2013-11-07 Sekisui Chem Co Ltd Method for constructing double-pipe structure with helical pipe arrangement, and pipe-making machine used for the method
JP2015051597A (en) * 2013-09-09 2015-03-19 積水化学工業株式会社 Method of producing member for pipe formation
KR101502829B1 (en) * 2014-06-17 2015-03-25 주식회사 뉴보텍 System for Construction Lining a Exsisting Pipe Using a Lining Profile
KR102363901B1 (en) * 2021-10-15 2022-02-18 리플래시기술 주식회사 Profile liner for construction of a lining pipe for reinforcement of an aged existing pipes

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002013345A1 (en) * 2000-08-07 2002-02-14 Ashimori Industry Co., Ltd. Method and structure for laying communication cable in underground line, and members used for laying
US7179019B2 (en) 2000-08-07 2007-02-20 Ashimori Industry Co., Ltd. Method and structure for laying communication cable in underground line, and members used for laying
CN100391070C (en) * 2000-08-07 2008-05-28 芦森工业株式会社 Method and structure for laying communication cable in underground line, and members used for laying
JP2007124794A (en) * 2005-10-27 2007-05-17 Nippon Telegr & Teleph Corp <Ntt> Method for repairing protective tube in which cable has been laid
JP4562037B2 (en) * 2005-10-27 2010-10-13 日本電信電話株式会社 Repair method of protective pipe with cable installed
JP2013119226A (en) * 2011-12-08 2013-06-17 Sekisui Chem Co Ltd Pipe manufacturing member and heat collecting structure
JP2013200071A (en) * 2012-03-26 2013-10-03 Sekisui Chem Co Ltd Heat collecting system of sewage heat or the like, and construction method of the same
JP2013228085A (en) * 2012-03-30 2013-11-07 Sekisui Chem Co Ltd Method for constructing double-pipe structure with helical pipe arrangement, and pipe-making machine used for the method
JP2015051597A (en) * 2013-09-09 2015-03-19 積水化学工業株式会社 Method of producing member for pipe formation
KR101502829B1 (en) * 2014-06-17 2015-03-25 주식회사 뉴보텍 System for Construction Lining a Exsisting Pipe Using a Lining Profile
KR102363901B1 (en) * 2021-10-15 2022-02-18 리플래시기술 주식회사 Profile liner for construction of a lining pipe for reinforcement of an aged existing pipes

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