JPS5869039A - Lining base material for conduit - Google Patents

Lining base material for conduit

Info

Publication number
JPS5869039A
JPS5869039A JP16801681A JP16801681A JPS5869039A JP S5869039 A JPS5869039 A JP S5869039A JP 16801681 A JP16801681 A JP 16801681A JP 16801681 A JP16801681 A JP 16801681A JP S5869039 A JPS5869039 A JP S5869039A
Authority
JP
Japan
Prior art keywords
base material
weft
elongation
lining
warp
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.)
Pending
Application number
JP16801681A
Other languages
Japanese (ja)
Inventor
光司 岡田
和久 小川
大串 克介
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.)
TOGAWA GOMU SEIZOUSHIYO KK
TOGAWA RUBBER Manufacturing
Original Assignee
TOGAWA GOMU SEIZOUSHIYO KK
TOGAWA RUBBER Manufacturing
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 TOGAWA GOMU SEIZOUSHIYO KK, TOGAWA RUBBER Manufacturing filed Critical TOGAWA GOMU SEIZOUSHIYO KK
Priority to JP16801681A priority Critical patent/JPS5869039A/en
Publication of JPS5869039A publication Critical patent/JPS5869039A/en
Pending legal-status Critical Current

Links

Landscapes

  • Laminated Bodies (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 の老朽化による漏洩部の補修或は漏洩予肪処置として施
される導管の内張り作業に供される内張9基材r1:4
するものである。
[Detailed description of the invention] Lining 9 base material r1:4 used for lining work of conduits performed as repair of leakage part due to aging or leak pretreatment
It is something to do.

ヵス導管,水導管等の地下堀設管の老朽化部kla修或
は更新する経済的な方法として、jム又はづうスtソク
シートの筒状体,或は、繊維基布にこれらのシートを張
り合せ九複合基材の筒状体を、堀設されている導管の内
側に挿入し、接着剤により接着固定する内張り方法があ
る。
As an economical method for repairing or renewing aging parts of underground pipes such as waste pipes and water pipes, it is possible to use a cylindrical body of a cylindrical sheet or a fiber base fabric with these sheets. There is a lining method in which a cylindrical body of composite base material is inserted inside a trenched conduit and fixed with an adhesive.

導管の損傷部では内張り基材のみでカス圧又は送水圧等
の内圧に耐える必要がるり、jム又はづラスチックシー
トのみの筒状体では強力不充分であって、繊維基布とこ
れらのシートとの複合基材の筒状体でるることが望まし
い。
In damaged areas of conduits, it is necessary to use only the lining material to withstand internal pressure such as waste pressure or water supply pressure, and a cylindrical body made only of rubber or plastic sheets is not strong enough, and fiber base fabric and these sheets are not strong enough. It is desirable to have a cylindrical body made of a composite base material.

地下埋設管の内張動作業は、その経済性から199m以
上、望ましくti300m以上にわたる堀設管の長さを
1回の作業区間として作41!されることが望ましく、
この長さは1本の長さが5〜29mの導管が何本か接続
された状態にめる。個々の導管は公称サイズが同一であ
って屯、内径が正確に同じとiうわけではなく、若干の
内径差がるること、内張り作業の鵠に予め管の内部のク
リー:ンク操作は行うが錆等にょ抄内面に凹凸が存在す
ること、j!に管と内張ヤ基材とを接着させる接着剤の
塗布量、即ち厚みを精度よく均一な厚みにコント0−ル
することが困離でるること等から、挿入される筒状体の
外径は管の公称内径より45〜10%小さくしておき、
#人時又は挿入ψに圧縮空気又は水圧によって筒の直径
方向に縞状基材を膨張させて、導管の内面に張り密着さ
せながら接着剤を硬化させる必蒙がある。即ち、かかる
操作をしないで内張シを施すと、内張り基材にしわが発
生して、管と充分に接着しない部分ができ、しわの発生
は圧力損失の原因となるのでるる。
Due to its economic efficiency, the lining work for underground pipes is carried out by treating the length of the excavated pipe as one work section, which is 199 m or more, preferably 300 m or more. It is desirable that
This length allows several conduits each having a length of 5 to 29 m to be connected. Although the individual pipes have the same nominal size, they do not necessarily have exactly the same inner diameter, and there may be slight differences in the inner diameter. The presence of irregularities on the inner surface of the paper, such as rust, etc., j! Because it is difficult to precisely control the amount of adhesive applied to bond the pipe and the lining base material, that is, the thickness, to a uniform thickness, the outside of the inserted cylindrical body The diameter should be 45 to 10% smaller than the nominal inner diameter of the tube,
It is necessary to inflate the striped base material in the diametrical direction of the tube using compressed air or water pressure during insertion or insertion ψ, and harden the adhesive while tightly adhering it to the inner surface of the conduit. That is, if the lining is applied without performing these operations, wrinkles will occur in the lining base material, creating areas that do not adhere sufficiently to the pipe, and the wrinkles will cause pressure loss.

繊維樹騙複合体からなる筒状内S!勤基材を導管の内@
に挿入し、内圧を与えて膨張させるに際し、水圧による
方法は工事場所によっては清水源が近くに無i場合61
得るので、圧mg&気による方法がよ<、’l#にガス
管を内張抄する場合は、接層一定後の管内乾燥の必要も
な−。
Cylindrical inner S made of fiber-tree composite! Transfer the base material inside the conduit @
When inserting it into the tank and applying internal pressure to inflate it, the method using water pressure may be used depending on the construction site and if there is no fresh water source nearby61.
Therefore, when lining a gas pipe with a pressure of mg and air, there is no need to dry the inside of the pipe after the contact layer is fixed.

しかしながら、非圧縮性でるる水を媒体として内圧をか
けるのと異tke、圧縮空気による場合#i、空気導入
部又は出口部の内張如基材に何等かの欠点部所があった
り、筒状基材の挿入縁作成は膨張操作等におiて予測し
得な一何等かの不都合によって内張抄基材が破裂した場
合、内部の圧縮された空気が瞬時に大量噴出することに
1b、作桑者或紘その周辺に危害を及ぼすこともめ如得
るので、ゲージ圧I If、七−以下、望ましくFiO
,a〜QJ即/−の内圧で膨張操作を行うことが安全上
必要でるる。従って繭状内張9基材には、ガス又は水を
正常に*Lでいる時の送り圧力に対して少なくとも2倍
以上の耐圧性能を保有すると共和、内張少時の轟WJO
内圧0.3〜Q、6臀/cIIIで8J16K 5〜五
〇−直径方向に膨張するも、のでなければならな−ので
ある。
However, unlike applying internal pressure using incompressible water as a medium, when using compressed air, there may be some defects in the lining of the air introduction part or the outlet part, or if the cylindrical base material The insertion edge of the material is created during the expansion operation, etc. If the lining paper base material ruptures due to some unforeseen problem, a large amount of compressed air inside will instantly blow out. Since it may cause harm to the plant or the surrounding area, the gauge pressure I If should be 7- or less, preferably FiO.
, a to QJ, it is necessary for safety to perform the expansion operation at an internal pressure of /-. Therefore, the cocoon-shaped lining 9 base material has a pressure resistance that is at least twice as strong as the feeding pressure when gas or water is normally supplied *L, according to Kyowa and Todoroki WJO when the lining is small.
It must be 8J16K 5 to 50 diametrically expandable at an internal pressure of 0.3 to Q and 6 buttocks/cIII.

かかる条件のもとで、内ff1KLわを発生させないで
滑らかに内張)ができる基材について種A検討し九結果
、内s!ヤ基材が筒の直径方向に膨張する時、簡の長さ
方向の寸法変化、即ち収縮挙動の大なるものは不適轟で
あることを見出したのである。Igち、導管に挿入する
ことなく、筒状基材のみでゲージ圧0.5 Kl/17
の内圧をかけた時、筒状基材が直径方向に5〜工〇−膨
張する巖、簡の長さ方向の寸法変化、即ち収縮挙動が同
時に起り、このようにして測定される収縮率が略3チ以
上の筒状基材を導9に挿入して膨張慢作を行うと次のよ
うな現象が認められるのである。Rも、導管内に筒状基
材を挿入し、圧縮空気を送に込んで内圧を05 即/l
ジ°まで上外畜せるに伴って基材が直径方向に膨張する
と共に、管の長さ方向に筒状基材の移動現象が起る。管
の内面は平滑ではなりke)で筒状基材の移動はスムー
ズではなく、極部的には長さ方向に伸長応力がかかる所
が発生し、伸長応力が強くかかり先部分では直径方向の
膨張が制約されるので。
Under these conditions, we investigated Type A for a base material that can be lined smoothly without causing inner ff1KL warpage, and the results were as follows: inner s! It was discovered that when the base material expands in the diameter direction of the tube, a large change in dimension in the length direction of the tube, that is, a large shrinkage behavior is inappropriate. Gauge pressure of 0.5 Kl/17 with just the cylindrical base material without inserting it into the conduit
When an internal pressure of When a cylindrical base material of approximately 3 inches or more is inserted into the conductor 9 and expanded repeatedly, the following phenomenon is observed. For R, insert a cylindrical base material into the conduit and feed compressed air to increase the internal pressure to 0.5 m/l.
As the tube is raised up to 50 degrees, the base material expands in the diametrical direction, and a movement phenomenon of the cylindrical base material occurs in the length direction of the tube. The inner surface of the tube is not smooth (ke), so the movement of the cylindrical base material is not smooth, and there are places where elongation stress is applied in the length direction at the extreme parts, and there are places where elongation stress is strong and the movement of the cylindrical base material is caused in the diameter direction at the tip. Because expansion is restricted.

管との接着が不充分な所ができた秒、リシク状に管の内
面に突きでた内張り状態となったのでるる。又、管の内
面をζすって筒状基材が動くことにより、基材が損傷す
ることも起るのである。例えば、ブレード或はスバイう
ルワインデインクによる繊維補強構造からなる筒状内張
)基材は、編み角度を**することによね%筒の直径方
向の1張は害鳥に達成されるが、民さ方向の寸法変化が
大きくて滑らかな内張参状態は作−得なかつ丸のである
。かかる事情に鑑みて。
When the adhesion to the pipe is insufficient, the lining protrudes from the inner surface of the pipe in a ridge-like manner. Furthermore, the cylindrical base material moves along the inner surface of the tube, which may cause damage to the base material. For example, by adjusting the weaving angle of the cylindrical inner lining made of a fiber-reinforced structure made of braid or spiral ink, one tension in the diametrical direction of the tube can be achieved against harmful birds. However, it is impossible to create a smooth inner wall with large dimensional changes in the longitudinal direction, and it is round. In view of such circumstances.

筒の直径方向の膨張が容易で且つ長さ方向の収縮の少1
に一内張如基材に関し鋭意研究の結果、本願の発明に到
達し九のである。
The cylinder can easily expand in the diametrical direction and has little contraction in the longitudinal direction.
As a result of extensive research into the inner lining base material, we have arrived at the invention of the present application.

即ち、補強基布は、筒の長さ方向に配される経糸の繊1
に対して、筒の周方向に配される緯糸の繊度を7/1 
G以下、望ましくは5/1 o以下とし、経糸はほぼ真
すぐで、緯糸がこの経糸の周面に沿りて屈−しているよ
うに製織し、次いで、経糸方向に適度な張力を与えて緯
糸が更に激しく屈曲し、且つその形状で固定されるよう
に熱処理を施し、経糸の糸量が緯糸の糸量より多−繊〕
構造のものとする。かくの如くして得られた繊維基布の
性能を大きくは変えなiように。
That is, the reinforcing base fabric has warp fibers 1 arranged in the length direction of the cylinder.
In contrast, the fineness of the weft yarns arranged in the circumferential direction of the tube is 7/1.
G or less, preferably 5/1 o or less, the warp is almost straight and the weft is bent along the circumference of the warp, and then an appropriate tension is applied in the warp direction. Heat treatment is applied so that the weft is bent even more sharply and fixed in that shape, and the amount of yarn in the warp is greater than the amount of yarn in the weft.]
It shall be of structure. The performance of the fiber base fabric thus obtained should not be changed significantly.

樹脂フィルムの種類とその厚さを選定して該繊維基布の
片面又は両面にmb合せて繊維樹脂複合基材を作成し、
該複合基材の緯糸方向に関して引張り試験を行った時、
切断伸度が3091以上70%以下であって、切断強力
の1710強力時の途中伸度が切断伸度の30−以上で
るるものによって、はじめて所望の耐手力を有し、且つ
管の内面にしわがなく滑らかに内張シすることがでゝき
ゐ筒状基材とな知得たのでるる。
Select the type and thickness of the resin film and match it to one or both sides of the fiber base fabric to create a fiber resin composite base material,
When a tensile test was conducted in the weft direction of the composite base material,
A pipe with a cutting elongation of 3091 or more and 70% or less and a mid-way elongation at a cutting strength of 1710 that is 30 or more of the cutting elongation has the desired handling strength and is suitable for the inner surface of the pipe. It was discovered that the cylindrical base material can be lined smoothly without wrinkles.

筒状体の破裂圧力と円周方向及び筒長方向の破壊力との
関係は次のように示される。(日本jム工業技術員会編
纂:jム技術最1441i準第5巻、j6本−ス) D =破裂直前の鴫の直径 11)、 421式より、筒状体の耐圧力は基材の緯糸
方向の強力に依存し、経糸方向の強力は緯糸方向の強力
の172以上あれば嵐い。従って、耐圧力のみに限定す
るなら、経糸の繊度#in糸と同等或は細くシ、且つ経
糸の糸量は緯糸よ抄少iものとするのが経済的であるが
、かかる構成の場合、緯糸の屈曲が少なく、むしろ経糸
の方が屈−する構造と1kl低圧力で膨張するような筒
状体とはなり得1kVsのである。逆に、緯糸の繊度が
経糸の7/lO以下、望ましくは5/1o以下とし、最
終的に経糸の糸量の方が緯糸の糸量よ勤多−構成とする
ことによ抄緯糸が屑−する構造とな抄得るので6つて、
後述の比砿例41に示すように、経・緯の繊度が同じ場
合は熱処理を施しても緯糸の屈曲が不充分で本発明の目
的とする性能は達成されな−のである。
The relationship between the burst pressure of the cylindrical body and the fracture force in the circumferential direction and the lengthwise direction of the cylinder is shown as follows. (Compiled by Japan JMU Industrial Engineers Association: JMU Technical Highest 1441i Semi-Volume 5, J6-S) D = Diameter of the pipe just before rupture 11), From formula 421, the withstand pressure of the cylindrical body is determined by the weft of the base material. It depends on the strength in the direction, and if the strength in the warp direction is 172 or more than the strength in the weft direction, it is bad. Therefore, if it is limited only to withstand pressure, it is economical to make the warp fineness #in equal to or thinner than the yarn, and the warp yarn amount to be smaller than the weft, but in the case of such a configuration, It has a structure in which the weft yarns are bent less, and the warp yarns are bent more, and the cylindrical body expands at a pressure as low as 1 kVs. On the other hand, by setting the fineness of the weft to less than 7/1O of the warp, preferably less than 5/1O, and ultimately making the yarn amount of the warp greater than that of the weft, the weft is removed from waste. - Since the structure is as follows, there are 6,
As shown in Comparison Example 41 below, when the warp and weft finenesses are the same, even if heat treatment is applied, the bending of the weft is insufficient and the performance aimed at by the present invention cannot be achieved.

繊維基布に張り舎される樹脂フィルムは、材質を特に限
定するものではfkVhが、繊維基布の性能を大きくは
変化させ1kv%ように材質の基本物性とフィルムの厚
さ更に基布との接着方法を決定する必要がある。
The resin film to be stretched over the fiber base fabric is not particularly limited in material, but fkVh changes the performance of the fiber base fabric by 1 kv%. It is necessary to decide on the adhesion method.

内張炒基材が0.3〜o、i即/ex? ’tkる低i
圧力で5〜lOチの膨張する機能を保有する為KFi、
基材の周方向、即ち緯糸方向について引張り試験を行り
走時、少なくとも伸[10m1では低応力で伸長するも
のでなければならないが、切断伸度が30チ以りなけれ
げかかる性能は出し得な−のでtす、又、11)式より
、jI材の強力及び伸度と破裂圧力の関係は次の(31
式のように導かれ、切断伸度が太きくなることは耐圧力
が小さくなる方向であるので、70蚤以上の切断伸[t
i必要としない。
The inner base material is 0.3~o, i soku/ex? 'tkru low i
KFi has the ability to expand by 5 to 10 liters under pressure.
A tensile test was conducted in the circumferential direction of the base material, that is, in the weft direction, and it was found that the material must elongate at least 10 m1 with low stress during running, but such performance cannot be achieved unless the elongation at break is 30 inches or more. Therefore, from equation 11), the relationship between the strength and elongation of jI material and the bursting pressure is as follows (31)
It is derived from the formula, and as the cutting elongation increases, the withstand pressure decreases. Therefore, the cutting elongation [t
i don't need it.

ここに 〜:緯糸方向の切断伸度 引張り試験か(・得られる綽維樹gI11合基材V初期
t5ユラスは、繊維コード、Pa、蟻基布と同様に一定
荷重下の伸度で表わすことができるが、櫨々のtの内径
、内張り基材に対するe、末耐圧力rc応じた強力を持
つ基材に関して検討した結果、基月の切断強力rJl/
1ofi憲時の伸度が切断伸度の30俤以、1:を占め
るものであれば、どのような場倉においてもその藺状円
張り基材は滑らかに内張りできることを見出したのであ
る。
Here~: Cutting elongation tensile test in the weft direction (-The resulting fiber cord gI11 composite base V initial t5 yuras is expressed as the elongation under a constant load in the same way as the fiber cord, Pa, and dovetail base fabric. However, as a result of considering the base material with strength according to the inner diameter of the t, the lining base material e, and the ultimate pressure resistance rc, the cutting strength rJl/
It was discovered that if the elongation at 100 degrees is 30 times or more than the cutting elongation, the straw-like circular base material can be lined smoothly in any warehouse.

かかる性能を持つ基材でめれは、緯糸方向には非6?と
不妊な応力で10%以上伸長するので。
With a base material that has such performance, the runout is non-6 in the weft direction. and elongates by more than 10% due to infertile stress.

緯糸に生ずる応力によって経糸が折り曲けられることが
殆どなく、従って筒の−長さ方向の収縮が非fkc僅か
なものとなり1導管への内張少時0.3〜0.6 Kg
/ctg’の内圧でしわの発生もなく、内張り基材が管
内壁に充分に接着てれ、しか−充分な耐圧性能を示すの
である。
The warp yarns are hardly bent by the stress generated in the weft yarns, and therefore the shrinkage in the longitudinal direction of the tube is negligible, resulting in a weight of 0.3 to 0.6 kg when the lining of one conduit is small.
/ctg', no wrinkles occur, the lining base material is sufficiently adhered to the inner wall of the pipe, and it exhibits sufficient pressure resistance.

以下実施例、比較例によりてI!明する。The following is an example and a comparative example. I will clarify.

実施例111 績糸に50009ニール、緯糸に2000デニールの撚
糸されたポリエステルフイ5メシトを用−た平tk塾構
造の基布をIl* L、緯糸が経糸の局面に沿って更に
屈曲するように熱処理を施し。
Example 111 A base fabric with a flat TK structure using 50009 niel for the yarn and 2000 denier twisted polyester fiber for the weft was Il*L, so that the weft was further bent along the curve of the warp. Heat treated.

熱処理後の基布の片Wj#C200sの厚さの低融点ポ
リエステル系樹脂を張抄合せて内張や基材を作成しえ。
A piece of the base fabric after heat treatment is pasted with a low melting point polyester resin with a thickness of Wj#C200s to create an lining or base material.

鉄基材の経糸は33本7’5cIR,緯糸は!3*15
cImの構成で、緯糸方向の引張り試験結果は、切断強
力が7947cm 、切断伸度が52%、IAO強力時
、即ち7.9 Kf/lsm時の途中伸度「口5%で6
つえ。1/10強力時の伸jI!は切断伸度を100と
した時の43−であった。
The warp of the iron base material is 33 7'5cIR, and the weft is! 3*15
With the configuration of cIm, the tensile test results in the weft direction show that the cutting strength is 7947 cm, the cutting elongation is 52%, and the mid-way elongation at IAO strength, that is, 7.9 Kf/lsm, is 6 at 5%.
Cane. 1/10 powerful time extension! was 43- when the cutting elongation was set as 100.

鉄基材の緯糸方向が筒の周方向に配列した外径185■
−の筒状体を作成し1、筒状基材のみの状態で圧縮空気
によりゲーご圧0.5 If/am”の内圧を与えたと
ころ、筒の外径は13.5”j膨張し、筒の長さはQ、
9−収縮した。この筒状体の繊維基布面にエボ+シ系接
着剤を塗布して、公称内径200震φで、1本5mの長
さの鋳鉄管が20本接続された導管に挿入し、ゲージ圧
0. s h/−の内圧を与えて接着固定させた。接着
剤が充分に硬化し丸後管を切断して内面を詳細に調査し
た結果、しわの発生や、基材の損傷が全くなく滑らかに
内張りがなさ、れてiえ。
Outer diameter 185cm with the weft direction of the iron base material aligned in the circumferential direction of the tube
- When a cylindrical body was created and an internal pressure of 0.5 If/am" was applied using compressed air with only the cylindrical base material, the outer diameter of the cylinder expanded to 13.5"j. , the length of the cylinder is Q,
9 - Contracted. Apply an Evo+Si adhesive to the fiber base fabric surface of this cylindrical body, insert it into a conduit connected to 20 cast iron pipes each 5 m long with a nominal inner diameter of 200 mm, and press the gauge pressure 0. It was adhesively fixed by applying an internal pressure of s h/-. After the adhesive had sufficiently hardened, we cut the round tube and examined the inner surface in detail, and found that there were no wrinkles or damage to the base material, and the lining was smooth.

比較例111 絹糸と緯糸K100Oデニールのポリエステルフイうメ
シトを用−丸干f&勤構造の基布に200μの厚さの低
融点ポリエステル系フィルムを片面に張り合せた基材を
作成した。該基材の経糸tiso本1551.緯糸は5
0本1551〕構成で、緯糸方向の引張り試験結果は、
切断強カフ 2Q/lss 、切断伸置17.3%、7
1湾/cI11時途中伸度はλ2−(切断伸度のX5−
)で6つえ。該−材の外11198■φの筒状体の内圧
0.5々/lx”で0通膨張は1.6チで、長さ方向の
収縮は2.1チで6つ先。公称内径200■φの鋳鉄管
に#筒状体を挿入し、  0.5Kg/♂の内圧を与え
て接着固定して内部の点検を行ったところ、しわが多数
発生していた。
Comparative Example 111 A base material was prepared by laminating a 200μ thick low-melting point polyester film on one side of a base fabric with a rounded f&g structure using silk yarn and a polyester fabric with a weft K100 denier. The warp of the base material is 1551. The weft is 5
0 pieces 1551] configuration, the tensile test results in the weft direction are as follows:
Strong cutting cuff 2Q/lss, cutting extension 17.3%, 7
At 1 bay/cI 11, the mid-way elongation is λ2-(cutting elongation X5-
) and 6 pieces. The inner pressure of the cylindrical body of 11198 mm outside the material is 0.5 mm/lx'', the zero expansion is 1.6 inches, and the contraction in the length direction is 2.1 inches, 6 points ahead.Nominal inner diameter 200 ■A #tubular body was inserted into a φ cast iron pipe, and an internal pressure of 0.5Kg/♂ was applied to fix it with adhesive. When the inside was inspected, many wrinkles were found.

比較例(2) 経糸と緯糸に2000デニールのポリエステルフイうメ
シトを用iた平織り構造の基布を作成し、緯糸が屈曲す
るように熱処理を施した後。
Comparative Example (2) A base fabric with a plain weave structure using 2000 denier polyester fabric for the warp and weft was prepared, and then heat treated to bend the weft.

厚さ200.の低融点ポリエステル系フィルムを片rI
K張如合せた複合基材を作成した。蚊基材の経糸は38
本15ts、緯糸は33本15mの構成で。
Thickness 200. A piece of low melting point polyester film
A composite base material was prepared using K. The warp of the mosquito base material is 38
The book is 15 ts long and the weft is 33 15 m long.

緯糸方向の引張ヤ試験結果は、切断強力86蛎1切断伸
度41%、8.6即/1時途中伸度9.5%(切断伸度
の23Ls)であった。該基材の外径190鱈φの筒状
体の内圧o、 s 豐10I?での寸法変化は、径膨張
63チで、長さ収縮45sであった。該筒状体の公称内
径200HMφ鋳鉄管への内張り試験の結果。
The results of the tensile test in the weft direction were that the cutting strength was 86, the elongation at one cut was 41%, and the elongation at one time was 8.6, and the elongation at one time was 9.5% (23 Ls of elongation at break). The internal pressure of the cylindrical body of the base material with an outer diameter of 190φ is o, s 10I? The dimensional changes were a diameter expansion of 63 inches and a length contraction of 45 seconds. Results of a lining test on the cylindrical body having a nominal inner diameter of 200 HMφ cast iron pipe.

リンク状VC内山方向に内張り基材がつきでた部分が数
ケ所認められた。
Several areas where the lining base material protruded in the direction of the inner mountain of the link-shaped VC were observed.

実施例12自 経糸に1680デニール、緯糸に840デニールのティ
0シフイ5メシトからなる平織)構造の基布を作成し、
緯糸が屈曲するように熱処理を施した後、片面に厚さ1
5071の低融点ナイロン系フィルムを張転合せた複合
基材を作成した。
Example 12 A base fabric with a plain weave structure consisting of 1,680 denier for the warp and 840 denier for the weft,
After heat treatment to bend the weft, one side has a thickness of 1
A composite base material was prepared by laminating a low melting point nylon film of 5071.

該基材の経糸は33本15am、緯糸は30本15αの
構成で、緯糸方向の切断強力36騨/鋼、切断伸度61
チ、3.6 Ky/c’lll侍途中伸度21チ(切断
伸度34優)でめった、#基材の外径92叫の筒状体を
公称内径10100l1の鋳鉄管に挿入し、内張)固定
させた請来、内面が滑らかに内張シができていた。
The base material has a configuration of 33 warps and 15am, and 30 wefts of 15α, cutting strength in the weft direction is 36/steel, and cutting elongation is 61.
3.6 Ky/c'lll Samurai A cylindrical body with an outer diameter of 92 mm made of a # base material with an intermediate elongation of 21 degrees (cutting elongation of 34 points) was inserted into a cast iron pipe with a nominal inner diameter of 10100 l1, and the inner After fixing it, the inner surface had a smooth lining.

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

館1図は実施例(1)の、#I2図は比較例(1)、第
3図は比較例12+、第4図は実施例(2)の、それで
れの緯糸方向の強伸fill線を示す。 出−人  株式会社十111jム製造所1、・1・、1
・V 代理人  中  am−”・ 1 ニー71.I吾 秦1n       条2 r?J $31!]        寮4胆
Figure 1 is of Example (1), Figure #I2 is of Comparative Example (1), Figure 3 is of Comparative Example 12+, and Figure 4 is of Example (2), with strong elongation fill lines in the weft direction. shows. Source: 1111J Co., Ltd. Manufacturing Co., Ltd. 1, 1, 1
・V agent middle am-”・ 1 knee 71.I Iwa Qin 1n Article 2 r?J $31!] Dormitory 4 B

Claims (1)

【特許請求の範囲】 11)  経糸の繊l[vc対して、緯糸の繊度が7/
lO以下、望ましくは5/lO以下であって、経糸がは
ソ真すぐで、緯糸が該経糸の周Imに沿って屈曲して−
るようKJ1繊し1次iで、緯糸が更に激しく屈曲する
ように熱加工され九合成繊維基布を補強布とし、該基布
の片面又は両aiK樹脂フィルムが彊〉合わされ九複合
基材で6って、該複合基材の緯糸方向の切断伸度が5o
Ls以上70−以下で、切断強力のl/10強力時の途
中伸度が切断伸度の30−以上でるることを特徴とする
導管の内張勤基材。 1り  *許饋京範@(1)項記載の内張勤基材0@糸
方向を胸方向として形成された筒状体であることを4!
+鑑とする内張り基材。
[Scope of Claims] 11) The fineness of the weft is 7/with respect to the warp yarn l[vc]
1O or less, preferably 5/1O or less, the warp is straight, the weft is bent along the circumference Im of the warp, and -
The KJ1 fiber is made into KJ1 fibers in the first order, and the weft is heat-treated so that the weft is bent more sharply.The synthetic fiber base fabric is used as a reinforcing fabric, and one or both sides of the base fabric are combined with an AIK resin film to form a composite base material. 6, the cutting elongation of the composite base material in the weft direction is 5o.
A lining material for a conduit, characterized in that Ls is greater than or equal to 70-, and the midway elongation at a cutting strength of 1/10 is greater than or equal to the cutting elongation of 30- or more. 1ri *Xu Fei Jingfan@The inner lining base material described in (1) 0@It is a cylindrical body formed with the thread direction facing the chest direction 4!
+Inner lining base material for reference.
JP16801681A 1981-10-21 1981-10-21 Lining base material for conduit Pending JPS5869039A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16801681A JPS5869039A (en) 1981-10-21 1981-10-21 Lining base material for conduit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16801681A JPS5869039A (en) 1981-10-21 1981-10-21 Lining base material for conduit

Publications (1)

Publication Number Publication Date
JPS5869039A true JPS5869039A (en) 1983-04-25

Family

ID=15860237

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16801681A Pending JPS5869039A (en) 1981-10-21 1981-10-21 Lining base material for conduit

Country Status (1)

Country Link
JP (1) JPS5869039A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0213209A1 (en) * 1985-02-18 1987-03-11 Ashimori Kogyo Kabushiki Kaisha Lining material for duct

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0213209A1 (en) * 1985-02-18 1987-03-11 Ashimori Kogyo Kabushiki Kaisha Lining material for duct
US4724178A (en) * 1985-02-18 1988-02-09 Ashimori Kogyo Kabushiki Kaisha Lining material for pipe lines
EP0213209B1 (en) * 1985-02-18 1989-12-20 Ashimori Kogyo Kabushiki Kaisha Lining material for duct

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