JPS6340664B2 - - Google Patents

Info

Publication number
JPS6340664B2
JPS6340664B2 JP58102362A JP10236283A JPS6340664B2 JP S6340664 B2 JPS6340664 B2 JP S6340664B2 JP 58102362 A JP58102362 A JP 58102362A JP 10236283 A JP10236283 A JP 10236283A JP S6340664 B2 JPS6340664 B2 JP S6340664B2
Authority
JP
Japan
Prior art keywords
lining material
cylindrical
fabric
pipe
lining
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP58102362A
Other languages
Japanese (ja)
Other versions
JPS59225921A (en
Inventor
Hisao Ootsuka
Akio Morinaga
Oichi Sakaguchi
Masakatsu Hyodo
Isaburo Yagi
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.)
Ashimori Industry Co Ltd
Tokyo Gas Co Ltd
Original Assignee
Ashimori Industry Co Ltd
Tokyo Gas 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 Ashimori Industry Co Ltd, Tokyo Gas Co Ltd filed Critical Ashimori Industry Co Ltd
Priority to JP10236283A priority Critical patent/JPS59225921A/en
Publication of JPS59225921A publication Critical patent/JPS59225921A/en
Publication of JPS6340664B2 publication Critical patent/JPS6340664B2/ja
Granted legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/16Devices for covering leaks in pipes or hoses, e.g. hose-menders
    • F16L55/162Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
    • F16L55/165Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a pipe or flexible liner being inserted in the damaged section
    • F16L55/1656Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a pipe or flexible liner being inserted in the damaged section materials for flexible liners

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Laminated Bodies (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)

Description

【発明の詳細な説明】 本発明は、ガス導管、水道管、下水道管、電力
線や通信線等の敷設管路、石油パイプライン等
の、主として地中に埋設された管路に内張りする
ための、内張り材に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method for lining pipes mainly buried underground, such as gas pipes, water pipes, sewer pipes, power lines, communication lines, etc., oil pipelines, etc. , relating to lining materials.

近年、上記のような地中埋設管路が老朽化した
場合の補修、補強の目的で、該管路の内面に内張
りをすることが行なわれており、その内張りの方
法の一つとして、筒状の内張り材の内面に接着剤
を塗布しておき、この内張り材を流体圧力で裏返
しながら管路に挿通し、前記接着剤を介して内張
り材を、管路内面に接着することが行なわれてい
る。この方法は、管路を全長に亘つて掘り起こす
必要がなく、内張りすべき管路部分の両端部のみ
にマンホールを形成すれば足り、又内張り作業自
体も、短時間の間に長い管路に施工することがで
き、さらに屈曲の多い管路であつても施工可能で
あつて、極めて優れた方法であり、近年特に注目
を集めている。
In recent years, the inner surface of underground pipelines has been lined with lining for the purpose of repairing and reinforcing aging underground pipelines as described above. An adhesive is applied to the inner surface of a shaped lining material, and this lining material is inserted into the pipe while being turned over by fluid pressure, and the lining material is bonded to the inner surface of the pipe via the adhesive. ing. This method does not require digging up the entire length of the pipe, it is sufficient to form manholes only at both ends of the pipe section to be lined, and the lining work itself can be completed in a short time on a long pipe. Furthermore, it is an extremely excellent method that can be used even in conduits with many bends, and has been attracting particular attention in recent years.

而して、従来この工法において使用される内張
り材としては、薄い軟柔なプラスチツクチユー
ブ、不織布の外面に気密・水密性の被覆を形成し
た内張り材、又は、本件出願人が先に出願した、
特願昭54−84808号、実願昭54−86058号等に記載
された、筒状の織布の外面にゴム又は合成樹脂の
被膜を形成した内張り材、等が知られている。
The lining materials conventionally used in this construction method include thin flexible plastic tubes, lining materials with airtight and watertight coatings formed on the outer surface of non-woven fabric, or lining materials previously applied by the applicant.
Lining materials in which a rubber or synthetic resin coating is formed on the outer surface of a cylindrical woven fabric are known, as described in Japanese Patent Application No. 54-84808, Utility Application No. 54-86058, and the like.

ところでこの種の内張り材においては、種々の
性能が要求されている。
By the way, various performances are required for this type of lining material.

すなわち、 (1) 免震性を有すること。 That is, (1) Must have seismic isolation properties.

地震等により管路に大きな外力が加わつて、
管路が破損したような場合に、内張り材がそれ
自体破断することなく管路から剥離し、管とし
ての機能を維持し続ける必要がある。以下、こ
の性能を免震性という。この免震性を有するた
めには、内張り材の長さ方向の強力が充分に大
きく、接着剤が剪断破壊を起こす前に、内張り
材が破断することのないだけの、充分な強度が
必要である。
Large external forces are applied to pipelines due to earthquakes, etc.
When a pipe is damaged, it is necessary for the lining material to peel off from the pipe without breaking itself and to continue to function as a pipe. Hereinafter, this performance will be referred to as seismic isolation. In order to have this seismic isolation property, the strength of the lining material in the longitudinal direction must be sufficiently large and must be strong enough to prevent the lining material from breaking before the adhesive causes shear failure. be.

(2) 耐圧力を有すること。(2) Must have pressure resistance.

管路内に流体が流れるものについては、前述
のように地震等により管路が破断した時に、内
張り材が流体の圧力を支えることになるので、
その圧力に耐え得るものであることが必要であ
る。またそうでない場合でも、内張り材の裏返
し時の流体圧力により、内張り材が破断するよ
うなものであつてはならず、相当の耐圧力を必
要とする。
For pipelines that have fluid flowing through them, the lining material will support the pressure of the fluid when the pipeline ruptures due to an earthquake, etc., as mentioned above.
It is necessary to be able to withstand that pressure. Even if this is not the case, the lining material must not be capable of breaking due to fluid pressure when the lining material is turned over, and must have considerable pressure resistance.

(3) 外水圧保形性を有すること。(3) Must have external water pressure shape retention properties.

管路が腐蝕して孔が開いたときに、そこから
地下水等が侵入し、該地下水の水圧によつて内
張り材が押し潰され、管内の流路が狭くなるよ
うなことがあつてはならない。また地震等によ
つて管路が破断したときには、内張り材に直接
外圧が掛かることになり、この圧力にも耐える
ことが必要である。このように、内張り材が外
方からの圧力に耐え、押し潰されることなく、
流路を確保し得る性能を、以下外水圧保形性と
言う。
When a hole opens due to corrosion in a pipe, underground water, etc. must not enter through the hole, crushing the lining material due to the water pressure of the groundwater, and making the flow path inside the pipe narrow. . Furthermore, when a pipe is ruptured due to an earthquake or the like, external pressure is directly applied to the lining material, and it is necessary to withstand this pressure. In this way, the lining material can withstand pressure from the outside without being crushed.
The ability to secure a flow path is hereinafter referred to as external water pressure shape retention.

管路に内張りされた内張り材が外水圧保形性
を有するためには、接着剤の耐水性及び硬度が
重要であるが、さらにこの接着剤が、充分な厚
みを有していることが必要である。従つて内張
り材としては、充分な量の接着剤を包含し得る
ものであることが要求れる。
Water resistance and hardness of the adhesive are important for the lining material lining the pipe to have external water pressure shape retention properties, but it is also necessary that this adhesive has sufficient thickness. It is. Therefore, the lining material is required to contain a sufficient amount of adhesive.

(4) 柔軟であること。(4) Be flexible.

内張り材を流体圧力で裏返すため、内張り材
自体が柔軟であつて、裏返しに高い圧力を要し
ないことが必要である。
Since the lining material is turned over by fluid pressure, it is necessary that the lining material itself is flexible and does not require high pressure to turn over.

而して前述の従来の内張り材は、これらの必要
な諸性能を満足することができない。先ずプラス
チツクチユーブでは、それ自体の強力が小さく、
免震性を有し得ない。また耐圧力も不十分であつ
て、裏返し時に破断する可能性がある。さらにチ
ユーブ自身に接着剤を保持する力がないので、管
路内面に接着した状態において、充分な厚みの接
着剤の層を形成することができず、外水圧保形性
を有しない。
However, the above-mentioned conventional lining materials cannot satisfy these required performances. First of all, the plastic tube itself has little strength,
It cannot have seismic isolation. Moreover, the pressure resistance is insufficient, and there is a possibility of breakage when turning over. Furthermore, since the tube itself does not have the strength to hold the adhesive, it is not possible to form a sufficiently thick layer of adhesive when it is adhered to the inner surface of the pipe, and it does not have external water pressure shape retention.

不織布を使用した内張り材においては、不織布
は厚みの調整が可能であつて、充分な厚みを持つ
たものを得ることができ、内部に充分な量の接着
剤を保持することができるので、外水圧保形性は
充分である。しかしながら、不織布はそれ自体の
強力が小さいので、免震性が無い。
For lining materials using non-woven fabric, the thickness of the non-woven fabric can be adjusted, and a sufficient thickness can be obtained, and a sufficient amount of adhesive can be retained inside, making it possible to Water pressure shape retention is sufficient. However, since the nonwoven fabric itself has low strength, it does not have seismic isolation properties.

また織物を使用した内張り材においては、織物
は繊維の糸を縦横に配したものであるから、強力
は極めて大きく、また織り組織を変更することに
より、より強力な内張り材を得ることもできるの
で、免震性は充分であり、また耐圧力も大きいも
のとすることができる。ところが、織物の厚みを
出すことが難しい。
In addition, in the case of lining materials using textiles, the strength of textiles is extremely high because they are made by arranging fiber threads vertically and horizontally, and even stronger lining materials can be obtained by changing the weaving structure. , the seismic isolation is sufficient, and the withstand pressure can also be made large. However, it is difficult to increase the thickness of the fabric.

一般の衣料用などの織物では、織り組織を工夫
することで、厚いものを得ることも困難ではな
い。しかしながら、内張り材の筒状織布は環状織
機を用いて筒状に織成されるが、環状織機は複雑
な組織の織物を織成することができない。しかも
前述のように、大きい強力を有しつつ厚く織らね
ばならず、衣料用の厚手織物のように、芯糸や裏
糸で厚みを増すことができない。
It is not difficult to obtain thick fabrics for general clothing by modifying the weaving structure. However, although the cylindrical woven fabric of the lining material is woven into a cylindrical shape using a circular loom, the circular loom cannot weave a fabric with a complex structure. Moreover, as mentioned above, it must be woven thickly while having great strength, and unlike thick fabrics for clothing, the thickness cannot be increased with core threads or back threads.

さらに太い糸を使用して厚みを出すことは可能
であるが、過度に太い糸を使用すると、糸の剛性
により裏返しが困難となり、また織物の表面の凹
凸が激しくなり、それが内張り後の管の内面に現
われ、流水抵抗を増す原因になると共に、布目が
荒くなり、接着剤をその布目の間に保持すること
ができない。そのため、充分な量の接着剤を保持
することができず、外水圧保形性の大きいものを
得ることができない。
It is possible to increase the thickness by using thicker threads, but if too thick threads are used, the stiffness of the threads will make it difficult to turn the fabric inside out, and the surface of the fabric will become extremely uneven, which will cause problems in the tube after lining. They appear on the inner surface of the fabric, causing increased resistance to water flow, and the texture becomes rough, making it impossible for the adhesive to be retained between the textures. Therefore, it is not possible to hold a sufficient amount of adhesive, and it is not possible to obtain a product with high external water pressure shape retention.

本発明はかかる事情に鑑がみなされたものであ
つて、柔軟であつて、且つ管路の内張り材として
必要な免震性、耐圧力、外水圧保形性等の諸性能
を具備した、優れた内張り材を提供することを目
的とするものである。
The present invention has been developed in consideration of the above circumstances, and is flexible and has various performances such as seismic isolation, pressure resistance, and external water pressure shape retention, which are necessary as a pipe lining material. The purpose is to provide an excellent lining material.

而して本発明は、たと糸とよこ糸とを筒状に織
成した内外二重の筒状織物を、互に接結してなる
筒状織布の外表面に、ゴムまたは合成樹脂の気密
性の被覆層を形成してなるものである。
Accordingly, the present invention provides an airtight seal made of rubber or synthetic resin on the outer surface of the cylindrical woven fabric, which is formed by joining together a double-layered cylindrical fabric in which warp yarns and weft yarns are woven into a cylindrical shape. It is formed by forming a coating layer of.

以下図面に従つて本発明の実施例を説明する。
図面は本発明の一実施例を示すものであつて、内
張り材1は、筒状織布2の外表面に、ゴムまたは
合成樹脂の被覆層3が形成されており、前記筒状
織布2は、たて糸6とよこ糸7とで織成された、
内外二重の筒状織物4,5よりなり、該内層の筒
状織物4と外層の筒状織物5とは、接結糸8で互
に接結されている。
Embodiments of the present invention will be described below with reference to the drawings.
The drawing shows one embodiment of the present invention, and the lining material 1 includes a coating layer 3 of rubber or synthetic resin formed on the outer surface of a cylindrical woven fabric 2. is woven with warp 6 and weft 7,
It is made up of two inner and outer cylindrical fabrics 4 and 5, and the inner layer cylindrical fabric 4 and the outer layer cylindrical fabric 5 are connected to each other with a binding thread 8.

さらに具体的事例に基づいて内張り材の構成を
説明する。具体的事例として、呼称150mmの管路
に適用する内張り材について述べる。
Furthermore, the structure of the lining material will be explained based on a specific example. As a specific example, we will discuss the lining material applied to a 150mm pipe.

筒状織布2における筒状織物4,5のたて糸6
には、1000d(デニール)のポリエステルフイラ
メント糸を2本撚り合わせた糸条を、内層および
外層に各々297本ずつ使用する。よこ糸7には、
1000dのポリエステルフイラメント糸1本と、20
番手のポリエステル紡績糸4本とを撚り合わせた
糸条を、10cm間に104本織込んでいる。また接結
糸8としては、1000dポリエステルフイラメント
糸を2本撚り合わせた糸条を、接結たて糸として
75本使用する。而して、通常の平織機を使用し
て、内層および外層の筒状織物4,5の組織が平
織りとなるように、織成した。
Warp yarns 6 of the tubular woven fabrics 4 and 5 in the tubular woven fabric 2
For this, two 1000 denier polyester filament yarns are twisted together, and 297 yarns are used in each of the inner and outer layers. In the weft thread 7,
One 1000d polyester filament thread and 20
104 yarns are woven into each 10cm space by twisting four high-count polyester spun yarns together. As the binding yarn 8, a yarn made by twisting two 1000D polyester filament yarns is used as a binding warp yarn.
Use 75 bottles. Using a common plain loom, the inner and outer layers of the cylindrical fabrics 4 and 5 were woven in a plain weave structure.

而してこの筒状織布2の外表面に、ポリエステ
ル弾性体よりなる気密性の被覆層9を、押出成型
法により形成した。
Then, on the outer surface of this cylindrical woven fabric 2, an airtight covering layer 9 made of polyester elastic material was formed by extrusion molding.

比較のために、従来の150mm管路用の内張り材
の筒状織布の組織を示すと、たて糸には、1000d
のポリエステルフイラメント糸を3本撚り合わせ
た糸条を、444本使用し、よこ糸には、1100dの
ポリエステルフイラメント糸を1本と、20番手の
ポリエステル紡績糸を6本とを撚り合わせた糸条
を使用し、10cm間に62本織込んでいる。
For comparison, the structure of a conventional cylindrical woven fabric used as a lining material for a 150 mm pipe is shown.
We used 444 yarns made by twisting three polyester filament yarns of 62 strands are woven into each 10cm space.

而して、前記実施例の筒状織布と従来例の筒状
織布の組織を比較してみると、たて糸は、従来例
においては総たて糸量が1332000dであるのに対
し、実施例においては1338000dであつて、ほと
んど差はない。またよこ糸については、ポリエス
テル紡績糸の20番手1本が、250dに相当するも
のとして計算すると、従来例においては、1cm間
のよこ糸量が15500d相当であるのに対し、実施
例においては約20000d相当であつて、従来例に
比して約30%増えている。そして全体の糸量は、
実施例のものは従来例のものに比べて、約10%増
量されていることになる。
Comparing the structures of the tubular woven fabric of the above embodiment and the conventional tubular woven fabric, the total amount of warp yarns in the conventional example is 1332000d, while in the embodiment is 1338000d, and there is almost no difference. Regarding the weft, if we calculate that one 20-count polyester spun yarn is equivalent to 250 d, in the conventional example, the amount of weft per 1 cm is equivalent to 15,500 d, but in the example, it is equivalent to approximately 20,000 d. This is an increase of about 30% compared to the conventional example. And the total amount of yarn is
The weight of the example is about 10% larger than that of the conventional example.

ところが厚みについて比較すると、従来例のも
のが約1.2mmであつたのに対し、実施例のものに
おいては約1.7mmであつて、40%以上厚くなつて
いる。従つて、前記糸量を増量した率をはるかに
越えて、厚いものとなつているのである。しか
も、従来例においては、たて糸に3000d相当とい
う太い糸条を使用していたため、堅く、織布の表
面が粗いものであつたが、実施例のものは、従来
例に比して柔軟であり、表面も比較的滑らかであ
つた。
However, when comparing the thickness, the thickness of the conventional example was about 1.2 mm, while the thickness of the example was about 1.7 mm, which is more than 40% thicker. Therefore, the yarn is thicker than the above-mentioned increase in yarn amount. In addition, in the conventional example, thick threads equivalent to 3000 d were used for the warp yarns, resulting in a stiff and rough surface of the woven fabric, but the fabric of this example is more flexible than the conventional example. The surface was also relatively smooth.

また、内張り材の内面に接着剤を塗布する際、
内張り材1内に接着剤を注入し、ローラーで絞つ
て塗布するが、このとき筒状織布2内の空気が、
内層の筒状織物4と外層の筒状織物5との間から
抜けるので、接着剤は筒状織布2内を含浸し易
く、また接着剤内に空気が気泡となつて残ること
がない。従つて、従来例においては、内張り材内
面に接着剤を塗布したときの塗布量は1m2当り
1.4〜1.5Kgであつたが、実施例においてはその量
は格段に大きくなり、2.3〜2.4Kgであつて、60%
以上も多量の接着剤を含浸せしめることができ
た。
Also, when applying adhesive to the inner surface of the lining material,
Adhesive is injected into the lining material 1 and applied by squeezing it with a roller. At this time, the air inside the cylindrical woven fabric 2
Since the adhesive comes out from between the inner layer cylindrical fabric 4 and the outer layer cylindrical fabric 5, the adhesive easily impregnates the inside of the cylindrical fabric 2, and no air bubbles remain in the adhesive. Therefore, in the conventional example, when applying adhesive to the inner surface of the lining material, the amount of adhesive applied per 1 m2
The amount was 1.4-1.5Kg, but in the example, the amount was much larger, 2.3-2.4Kg, and 60%
It was also possible to impregnate a large amount of adhesive.

本発明の内張り材1は、筒状織布2を有してい
るので、縦方向に充分な強力を有しており、免震
性を発揮する。本発明においては筒状織布2は、
内外二層の筒状織物4,5よりなり、該筒状織物
4,5は互に接結されているので、筒状織布2が
全体として一体の織布として挙動し、充分な強力
を発揮するのである。
Since the lining material 1 of the present invention includes the cylindrical woven fabric 2, it has sufficient strength in the longitudinal direction and exhibits seismic isolation. In the present invention, the tubular woven fabric 2 is
It consists of two layers of cylindrical fabrics 4 and 5, the inner and outer layers, and since the cylindrical fabrics 4 and 5 are connected to each other, the cylindrical fabric 2 behaves as a whole and has sufficient strength. It shows itself.

また、筒状織布2はそれ自体、充分な耐圧力を
有し得るので、管路が破断した後においても、内
張り材1が流体の内圧によつて破断することがな
い。
Moreover, since the cylindrical woven fabric 2 itself can have sufficient pressure resistance, the lining material 1 will not be ruptured by the internal pressure of the fluid even after the pipe line is ruptured.

さらに、前述のように多層の接着剤を含浸し得
るので、内張り材を管路に内張りした状態におい
て、充分な厚みの接着剤層が形成され、該接着剤
層によつて剛直な管を形成し、管路に孔が開いて
地下水等が侵入したような場合にも、内張り材1
が押し潰されて流路が狭くなるようなことがな
く、前記外水圧保形性を有する。充分な外水圧保
形性を有するためには、筒状織布2の厚みが2mm
以上であるのが好ましい。
Furthermore, since multiple layers of adhesive can be impregnated as described above, when the lining material is lined with the pipe, a sufficiently thick adhesive layer is formed, and a rigid pipe is formed by the adhesive layer. However, if a hole opens in the pipe and underground water etc. intrudes, the lining material 1
The flow path is not narrowed due to crushing, and has the above-mentioned external water pressure shape retention property. In order to have sufficient external water pressure shape retention, the thickness of the cylindrical woven fabric 2 must be 2 mm.
The above is preferable.

また本発明の内張り材1は、筒状織布2が内外
二層の筒状織物4,5よりなるので、同じ厚さの
一層の筒状織布に比べて柔軟であり、内張り材1
を流体圧力で裏返す場合に、より小さい圧力で裏
返すことができ、管路の内張り作業を安全に行う
ことができる。
In addition, in the lining material 1 of the present invention, since the cylindrical woven fabric 2 is composed of two layers of cylindrical fabric 4 and 5, the inner and outer layers, it is more flexible than a single layer cylindrical woven fabric of the same thickness.
When turning over with fluid pressure, it is possible to turn over with less pressure, and the work of lining the pipe can be performed safely.

従つて、本発明の内張り材は、前述の多くの条
件を満たすことのできる、優れた内張り材となる
のである。
Therefore, the lining material of the present invention is an excellent lining material that can satisfy many of the above-mentioned conditions.

ところで、本発明の内張り材1の構造は、前記
実施例の構造に限定されるものではない。前記実
施例においては、筒状織布2は、内外の筒状織物
4,5を一本のよこ糸7で連続して織成している
が、二丁杼を用いて、内層の筒状織物4と外層の
筒状織物5とを別個の織物とし、これを接結した
構造とすることもできる。また実施例では、通常
の平織機で織成した構造を示しているが、環状織
機で織成したものであつてもよい。
By the way, the structure of the lining material 1 of the present invention is not limited to the structure of the above embodiment. In the above embodiment, the tubular woven fabric 2 is made by continuously weaving the inner and outer tubular fabrics 4 and 5 with a single weft thread 7, but the inner and outer tubular fabrics 4 and 5 are woven together using a two-chop shuttle. It is also possible to have a structure in which the outer layer cylindrical fabric 5 is made into a separate fabric and these are connected. Further, in the examples, a structure woven with a normal plain loom is shown, but it may be woven with a circular loom.

また、実施例では、内層の筒状織物4の外層の
筒状織物5との接結の構造を、接結たて糸8を使
用した、中央たて糸接結二重織の組織としている
が、接結よこ糸を使用した中央よこ糸接結二重織
であつてもよく、さらに内層または外層の一方の
たて糸又はよこ糸を、他方のよこ糸又はたて糸に
交差させて接結した、普通接結二重織の組織とす
ることもできる。
In addition, in the embodiment, the structure of the binding between the inner layer cylindrical fabric 4 and the outer layer cylindrical fabric 5 is a center warp bonded double weave structure using the bonded warp yarns 8. It may be a center weft bound double weave using weft yarns, and a normal bound double weave structure in which the warp or weft of one of the inner or outer layers is crossed and bound to the other weft or warp. It is also possible to do this.

さらに、内外の筒状織物4,5の組織も、実施
例のような平織りに限定されるものではなく、綾
織り又は、他の織り組織を採用することも可能で
ある。また、内層の筒状織物4と外層の筒状織物
5とに使用するたて糸及びよこ糸は、実施例にお
いては、内外層ともに同じ糸を使用して同じ組成
で織成しているが、これを別組織とすることもで
きる。
Further, the structure of the inner and outer cylindrical fabrics 4 and 5 is not limited to the plain weave as in the embodiment, but it is also possible to adopt a twill weave or other weave structure. In addition, in the embodiment, the warp and weft used for the inner layer cylindrical fabric 4 and the outer layer cylindrical fabric 5 are woven using the same yarn and the same composition for both the inner and outer layers, but they are woven using different textures. It is also possible to do this.

たとえば、外層の筒状織物5には細い糸を使用
し、内層の筒状織物4には太い糸を使用すること
により、内層の筒状織物2で、筒状織布2の厚み
を出して強力を確保すると共に、内張り材1を管
路内面に張付けた状態において、その内面を平滑
にし、流水抵抗を低減させることもできる。ま
た、内層の筒状織物4に強力の大きいフイラメン
ト糸を使用して、筒状織布2の強力を確保すると
共に、外層の筒状織物5には、毛羽の多い紡績糸
や嵩高糸を使用して、筒状織布2と被覆層3との
接着性を向上させることもできる。
For example, by using thin threads for the outer layer of the tubular fabric 5 and using thick threads for the inner layer of the tubular fabric 4, the inner layer of the tubular fabric 2 can be made thicker. In addition to ensuring strength, when the lining material 1 is attached to the inner surface of the pipe, the inner surface can be made smooth to reduce water flow resistance. In addition, a strong filament yarn is used for the inner layer of the tubular fabric 4 to ensure the strength of the tubular fabric 2, and a spun yarn or bulky yarn with a lot of fuzz is used for the outer layer of the tubular fabric 5. By doing so, it is also possible to improve the adhesion between the cylindrical woven fabric 2 and the covering layer 3.

内張り材の被覆層3の素材は、実施例ではポリ
エステル弾性体を使用しているが、これに限ら
ず、一般の柔軟なゴムまたは合成樹脂を使用する
ことができる。尤も、内張りした管路内を流れる
流体により変質したり、流体に悪影響を及ぼすこ
とのないものでなければならないのは、言うまで
もない。
Although polyester elastic material is used as the material for the covering layer 3 of the lining material in the embodiment, the material is not limited to this, and general flexible rubber or synthetic resin can be used. Of course, it goes without saying that it must not be altered by the fluid flowing inside the lined pipe or have any adverse effects on the fluid.

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

図面は本発明の内張り材の横断面図である。 1……内張り材、2……筒状織布、3……被覆
層、4……内層の筒状織物、5……外層の筒状織
物、6……たて糸、7……よこ糸、8……接結
糸。
The drawing is a cross-sectional view of the lining material of the present invention. 1... Lining material, 2... Tubular woven fabric, 3... Covering layer, 4... Inner layer tubular fabric, 5... Outer layer tubular fabric, 6... Warp, 7... Weft, 8... ...Binding thread.

Claims (1)

【特許請求の範囲】[Claims] 1 筒状の内張り材を流体圧力で裏返しながら管
路に挿通し、該内張り材を管路内面に接着する方
法に使用する内張り材において、たて糸とよこ糸
とを筒状に織成した内外二重の筒状織物を、互に
接結してなる筒状織布の外表面に、ゴムまたは合
成樹脂の気密性の被覆層を形成してなることを特
徴とする、管路の内張り材。
1 In the lining material used in the method of inserting a cylindrical lining material into a pipe while turning it inside out using fluid pressure and bonding the lining material to the inner surface of the pipe, a double inner and outer lining made of warp and weft yarns woven into a cylindrical shape is used. A lining material for a conduit, characterized in that an airtight coating layer of rubber or synthetic resin is formed on the outer surface of a cylindrical woven fabric formed by joining together cylindrical woven fabrics.
JP10236283A 1983-06-07 1983-06-07 Lining material for pipeline Granted JPS59225921A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10236283A JPS59225921A (en) 1983-06-07 1983-06-07 Lining material for pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10236283A JPS59225921A (en) 1983-06-07 1983-06-07 Lining material for pipeline

Publications (2)

Publication Number Publication Date
JPS59225921A JPS59225921A (en) 1984-12-19
JPS6340664B2 true JPS6340664B2 (en) 1988-08-12

Family

ID=14325343

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10236283A Granted JPS59225921A (en) 1983-06-07 1983-06-07 Lining material for pipeline

Country Status (1)

Country Link
JP (1) JPS59225921A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06101782A (en) * 1992-09-17 1994-04-12 Ckd Corp Opening/closing valve for vacuum exhaust which is equipped with bypass valve

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63115734A (en) * 1986-11-04 1988-05-20 東京瓦斯株式会社 Lining material for duct
JPH0692121B2 (en) * 1987-10-05 1994-11-16 東京瓦斯株式会社 Pipe liner and manufacturing method thereof
US5164237A (en) * 1987-10-05 1992-11-17 Tokyo Gas Kabushiki Kaisha Lining material for pipelines
JPH0829561B2 (en) * 1988-09-12 1996-03-27 東京瓦斯株式会社 Pipe liner
AU2003902614A0 (en) * 2003-05-26 2003-06-12 Gale Pacific Limited Woven fabric and manufacture thereof
US10550987B2 (en) 2013-05-28 2020-02-04 Sanexen Environmental Services Inc. Seismic reinforced underground water conduit
CN103879036A (en) * 2014-04-08 2014-06-25 蔡宝祥 High-strength fiber double-layer interweaved composite hose and production method thereof
CA2904683C (en) * 2015-06-17 2022-05-03 Sanexen Environmental Services Inc. Seismic reinforced underground water conduit

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS543661B2 (en) * 1974-04-16 1979-02-26

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5358972U (en) * 1976-10-21 1978-05-19
JPS543661U (en) * 1977-06-10 1979-01-11

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS543661B2 (en) * 1974-04-16 1979-02-26

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06101782A (en) * 1992-09-17 1994-04-12 Ckd Corp Opening/closing valve for vacuum exhaust which is equipped with bypass valve

Also Published As

Publication number Publication date
JPS59225921A (en) 1984-12-19

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