[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

JP2014231154A - Method for producing pipe lining material - Google Patents

Method for producing pipe lining material Download PDF

Info

Publication number
JP2014231154A
JP2014231154A JP2013111982A JP2013111982A JP2014231154A JP 2014231154 A JP2014231154 A JP 2014231154A JP 2013111982 A JP2013111982 A JP 2013111982A JP 2013111982 A JP2013111982 A JP 2013111982A JP 2014231154 A JP2014231154 A JP 2014231154A
Authority
JP
Japan
Prior art keywords
liner
pipe
lining material
pipe lining
resin
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
JP2013111982A
Other languages
Japanese (ja)
Other versions
JP6144115B2 (en
Inventor
島 康 弘 横
Yasuhiro Yokoshima
島 康 弘 横
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.)
Yokoshima and Co
Original Assignee
Yokoshima and Co
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 Yokoshima and Co filed Critical Yokoshima and Co
Priority to JP2013111982A priority Critical patent/JP6144115B2/en
Publication of JP2014231154A publication Critical patent/JP2014231154A/en
Application granted granted Critical
Publication of JP6144115B2 publication Critical patent/JP6144115B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To provide a method for producing a pipe lining material, which can improve tensile strength thereof.SOLUTION: A method for producing a pipe lining material comprises producing a resin pipe inside a pipe to be repaired by pasting the pipe lining material on an inner surface of a pipe conduit and curing a curable resin. The curable resin is liquid and a cured material thereof has a tensile elongation of 3.0% or more and is impregnated into a pull-in liner and an inversion liner. The pull-in liner, fabricated in a tubular form by bonding end parts of a belt-like reinforcing felt, a composite of woven and non-woven fabrics, in a width direction and having an elongation of 10 to 30%, is pulled in and placed in a pipe to be repaired. Inside the pull-in liner is inversion-inserted the inversion liner comprising a tubular non-woven fabric having an elongation of 60% or more and covered with a resin film. The inversion liner and the pull-in liner are compressed together and, in a state where the liners are stretched by 1 to 8%, the curable resin is cured and, thereby, the pull-in liner and the inversion liner are united inside the pipe to be repaired.

Description

本発明は、管ライニング材の製造方法に係り、より詳しくは、液状の硬化性樹脂を含浸させ、既設管路内に挿入して管路壁面に加圧貼付けて硬化させることにより老朽水道管、農業用水管及び下水管を修復することができる管ライニング材の製造方法に関する。   The present invention relates to a method of manufacturing a pipe lining material, more specifically, impregnated with a liquid curable resin, inserted into an existing pipe line, and pressure-applied to a pipe wall surface to be cured, The present invention relates to a method for manufacturing a pipe lining material capable of repairing an agricultural water pipe and a sewer pipe.

従来、農業用水路、下水管、水道管等の修復には、ガラス繊維やポリエステル繊維をニードルパンチにより不織布にした繊維層である樹脂吸着材を使用しており、特許文献1には、ガラス繊維と樹脂の不織布を用いて管ライニング時の強度と伸縮性が確保できる管ライニング材及び管ライニング材用樹脂吸着材に関する技術が公開されている。このように、管ライニング材の強度を改善するには、ガラス繊維を採用して曲げ弾性率や引張強度を向上させる方法や織布を用いて引張強度を向上させる方法が知られる。   Conventionally, for the restoration of agricultural waterways, sewer pipes, water pipes, etc., a resin adsorbent that is a fiber layer in which glass fibers or polyester fibers are made into a nonwoven fabric by needle punching has been used. The technology regarding the pipe lining material which can ensure the intensity | strength and elasticity at the time of pipe lining using the nonwoven fabric of resin, and the resin adsorbent for pipe lining materials is exhibited. As described above, in order to improve the strength of the pipe lining material, there are known a method of improving the bending elastic modulus and tensile strength by using glass fibers and a method of improving the tensile strength by using woven fabric.

ガラス繊維を用いた管ライニング材の硬化法は、曲げ弾性率と引張強度の両方を向上させる特徴があり、織布を用いる方法は、管ライニング材の引張強度を向上させる特徴がある。これらは、高い引張強度が要求される内圧の高い管路では安価な材料として重用されていた。しかしながら、含浸樹脂の伸び率と織布の伸び率の相性が悪い場合、その効果を発揮させることができなかった。織布の効果を発揮させるには、含浸樹脂の伸び率と、織布の伸び率と織布の寸法を適正に定め複合させて、引張強度を向上させるとの課題があった。   The method of curing a tube lining material using glass fibers has a feature that improves both the flexural modulus and the tensile strength, and the method using a woven fabric has a feature that improves the tensile strength of the tube lining material. These have been used as inexpensive materials in pipes with high internal pressure that require high tensile strength. However, when the elongation rate of the impregnating resin and the elongation rate of the woven fabric are not compatible, the effect cannot be exhibited. In order to exert the effect of the woven fabric, there has been a problem of improving the tensile strength by appropriately determining and combining the elongation rate of the impregnating resin, the elongation rate of the woven fabric, and the dimensions of the woven fabric.

特開2013−82144号公報JP 2013-82144 A

本発明の目的は、引張強度を向上させることができる管ライニング材の製造方法を提供することにある。   The objective of this invention is providing the manufacturing method of the pipe lining material which can improve tensile strength.

本発明による管ライニング材の製造方法は、管ライニング材を加圧することにより補修管路の内壁面に貼り付け、この状態を保って硬化性樹脂を硬化させることにより、補修管の内部に樹脂管を製造する管ライニング材の製造方法であって、前記硬化性樹脂は、液状で硬化後の樹脂単体での引張伸び率が3.0%以上であり、引込みライナーと反転ライナーに含浸されると共に、織布と不織布を複合させた帯状の補強フェルトの幅方向の端部を接合することにより管状に加工した伸び率が10〜30%の引込みライナーを、補修管内に引き込んで配置し、その引込みライナーの内側に樹脂フィルムで覆った管状の伸び率が60%以上の不織布からなる反転ライナーを反転挿入し、反転ライナー及び引込みライナーを共に加圧し、1〜8%引き伸ばした状態で前記硬化性樹脂を硬化させ、補修管の内部で引込みライナーと反転ライナーを合体させることを特徴とする。   The method of manufacturing a pipe lining material according to the present invention is a method of applying pressure to a pipe lining material and sticking it to the inner wall surface of a repair pipeline, and curing the curable resin while maintaining this state, whereby a resin pipe is provided inside the repair pipe. The curable resin is a liquid and has a tensile elongation rate of 3.0% or more in a single resin after curing, and is impregnated in a drawing liner and a reversing liner. A pull-in liner with a stretch ratio of 10 to 30% processed into a tubular shape by joining the end portions in the width direction of the belt-shaped reinforcing felt in which the woven fabric and the non-woven fabric are combined is drawn into the repair pipe, and the pull-in is performed. Insert a reverse liner made of non-woven fabric with a stretch rate of 60% or more covered with a resin film on the inside of the liner, press the reverse liner and the pull-in liner together, and pull 1-8% In situ state curing the curable resin, characterized in that coalesces inverted liner and pull the liner within the repair tube.

前記引込みライナーは、補強フェルトの幅方向端部の接合部が、織布又は補強フェルトリボンテープを接着して補強されることを特徴とする。   The pull-in liner is characterized in that a joint portion at a width direction end portion of the reinforcing felt is reinforced by adhering a woven fabric or a reinforcing felt ribbon tape.

前記引込みライナーは、幅方向端部の接合部が重ね合わせて縫合されることを特徴とする。   The draw-in liner is characterized in that a joint portion at a width direction end portion is overlapped and stitched.

前記引込みライナーは、加圧前の周長が、加圧されて補修管の内壁面に貼り付いた状態の寸法に対し、92〜99%の範囲で小さく設定されることを特徴とする。   The pull-in liner is characterized in that the circumference before pressurization is set to be smaller within a range of 92 to 99% with respect to the dimension in a state where the perimeter before pressurization is applied to the inner wall surface of the repair pipe.

前記反転ライナーは、加圧前の周長が、加圧されて補修管の内壁面に貼り付いた状態の寸法に対し、85〜95%の範囲で小さく設定されることを特徴とする。   The reversing liner is characterized in that a circumferential length before pressurization is set to be smaller in a range of 85 to 95% with respect to a dimension in a state where the circumference is pressurized and attached to the inner wall surface of the repair pipe.

前記引込みライナーは、外表面が樹脂フィルム又は樹脂フィルムコーティングフェルトで覆われることを特徴とする。   The lead-in liner has an outer surface covered with a resin film or a resin film coating felt.

前記引込みライナーは、硬化性樹脂を含浸させた後、補修管に挿入されることを特徴とする。   The lead-in liner is impregnated with a curable resin and then inserted into a repair pipe.

前記引込みライナーは、補修管に挿入された後、硬化性樹脂を含浸させることを特徴とする。   The lead-in liner is impregnated with a curable resin after being inserted into the repair pipe.

本発明による管ライニング材の製造方法によれば、引込みライナーの補強フェルトが、引張伸び率が30%以下の織布に不織布をニードルパンチング加工により接合させて製作されるので、硬化性樹脂と織布が緊密に絡み合って引張強度を確実に向上させることができる。また、伸びが10〜30%の織布を硬化時、1〜8%引伸ばし緊張させた状態で硬化性樹脂と複合させて硬化させたので、硬化材をより高強度とすることができる。さらに、硬化性樹脂は、硬化後の単体での引張伸び率が3.0%以上のものを使用したので、補強フェルト内の織布の伸びに追従させ、引張強度を向上させることができる。また、反転ライナーの織布の伸びを60%と大きくして弾性率が大きな不織布を使用したので、内面に発生する「しわ」を防止出来る効果がある。   According to the method for manufacturing a pipe lining material according to the present invention, the reinforcing felt of the draw-in liner is manufactured by joining a nonwoven fabric to a woven fabric having a tensile elongation of 30% or less by needle punching. The fabric can be intertwined tightly to improve the tensile strength. Moreover, since the woven fabric having an elongation of 10 to 30% is cured by being combined with the curable resin in a state of being stretched and tensioned by 1 to 8% at the time of curing, the cured material can have higher strength. Furthermore, since the curable resin used has a tensile elongation rate of 3.0% or more as a single unit after curing, the tensile strength can be improved by following the elongation of the woven fabric in the reinforcing felt. Further, since the nonwoven fabric having a large elastic modulus is used by increasing the elongation of the woven fabric of the reverse liner to 60%, there is an effect of preventing “wrinkles” generated on the inner surface.

本発明による引込みライナーの第1例(3a)を示す図である。It is a figure which shows the 1st example (3a) of the drawing-in liner by this invention. 本発明による引込みライナーの第2例(3b)を示す図である。It is a figure which shows the 2nd example (3b) of the drawing-in liner by this invention. 本発明による引込みライナーの第3例(3c)を示す図である。It is a figure which shows the 3rd example (3c) of the drawing-in liner by this invention. 本発明による引込みライナーの第4例(3d)を示す図である。It is a figure which shows the 4th example (3d) of the drawing-in liner by this invention. 図1、4の接合部Aの詳細を示す図である。It is a figure which shows the detail of the junction part A of FIG. 図2、3の接合部Bの詳細を示す図である。It is a figure which shows the detail of the junction part B of FIG. 本発明による反転ライナーを示す図である。FIG. 3 is a diagram showing a reversal liner according to the present invention. 本発明による管ライニング材の製造状況を示す図である。It is a figure which shows the manufacture condition of the pipe lining material by this invention. 本発明による管ライニング材の製造状況を示す図である。It is a figure which shows the manufacture condition of the pipe lining material by this invention.

以下、本発明について、図面を参照して詳しく説明する。   Hereinafter, the present invention will be described in detail with reference to the drawings.

はじめに全体を説明すると、管ライニング材1は、引込みライナー3と反転ライナー4からなる。(1)まず樹脂製の織布と樹脂製の不織布を複合させた帯状の補強フェルト2を製作し、補強フェルト2の両側辺を接合して管状に加工し、硬化性樹脂を含浸させた後、管表面を樹脂フィルムコーティングフェルト5で覆って引込みライナー3を製作する。(2)これとは別に、不織布の幅方向の対向する側辺を接合して管状に加工し、表面を樹脂フィルム7で覆い、樹脂フィルムコーティングフェルト5として、管状の反転ライナー4を製作する。内部には硬化性樹脂を含浸させる。(3)次に、管状の引込みライナー3を補修管10内に挿入し、補修管10内に挿入された引込みライナー3内部に、反転ライナー4を反転挿入して、引込みライナー3と反転ライナー4を合体させる。このように、管ライニング材1は、補修管10内で製造される。   First of all, the pipe lining material 1 includes a drawing-in liner 3 and a reversing liner 4. (1) First, a belt-like reinforcing felt 2 in which a resin woven fabric and a resin nonwoven fabric are combined is manufactured, both sides of the reinforcing felt 2 are joined and processed into a tubular shape, and impregnated with a curable resin. The drawing liner 3 is manufactured by covering the tube surface with the resin film coating felt 5. (2) Separately, the opposite sides in the width direction of the nonwoven fabric are joined and processed into a tubular shape, the surface is covered with the resin film 7, and the tubular reversal liner 4 is manufactured as the resin film coating felt 5. The inside is impregnated with a curable resin. (3) Next, the tubular lead-in liner 3 is inserted into the repair pipe 10, and the reverse liner 4 is reversely inserted into the pull-in liner 3 inserted into the repair pipe 10. Unite. Thus, the pipe lining material 1 is manufactured in the repair pipe 10.

図1〜図4は、本発明による引込みライナーの4つの例を示す図である。図1の引込みライナー3aは、内側に帯状の補強フェルト2の管状体を設け、外側に樹脂フィルムコーティングフェルト5の管状体を設けたものである。帯状の補強フェルト2は、接合部Aに示すように、管状とするため両端が縫合あるいは補強フェルトリボンテープ6aで接合される。樹脂フィルムコーティングフェルト5の幅方法の両端は、縫合されシールリボンテープ6bで密封される。   1 to 4 are views showing four examples of a retractable liner according to the present invention. The pull-in liner 3a of FIG. 1 is provided with a tubular body of a belt-like reinforcing felt 2 on the inner side and a tubular body of a resin film coating felt 5 on the outer side. As shown in the joining portion A, the belt-like reinforcing felt 2 is formed into a tubular shape, and both ends thereof are joined together by stitching or a reinforcing felt ribbon tape 6a. Both ends of the width method of the resin film coating felt 5 are sewn and sealed with a sealing ribbon tape 6b.

図2の引込みライナー3bは、内側に帯状の補強フェルト2の管状体を設け、外側に樹脂フィルムコーティングフェルト5の管状体を設けたものである。図1とは接合の仕方が異なる。引込みライナー3bの補強フェルト2は、管状とするため接合部Bに示すように折り重ねて接着あるいは縫合により接合される。また、樹脂フィルムコーティングフェルト5の幅方向の両端は、シールリボンテープ6bと不織布リボンテープ6cの2つで両側から挟むように接合される。不織布リボンテープ6cを使用しない場合は、縫合してもよい。   The pull-in liner 3b of FIG. 2 is provided with a tubular body of the belt-like reinforcing felt 2 on the inner side and a tubular body of the resin film coating felt 5 on the outer side. The method of joining is different from FIG. The reinforcing felt 2 of the lead-in liner 3b is formed into a tubular shape, and is folded and joined by bonding or stitching as shown in the joint portion B. Moreover, the both ends of the width direction of the resin film coating felt 5 are joined so that it may be pinched | interposed by both sides with the sealing ribbon tape 6b and the nonwoven fabric ribbon tape 6c. When the non-woven ribbon tape 6c is not used, it may be sewn.

図3の引込みライナー3cは、内側に帯状の補強フェルト2の管状体を設け、外側に樹脂フィルム7の管状体を設けたものである。補強フェルト2の両端は、管状とするため接合部Bに示すように接合される。接合方法は、接着、密着、縫合のいずれかで行なう。   The lead-in liner 3c of FIG. 3 is provided with a tubular body of the belt-like reinforcing felt 2 on the inner side and a tubular body of the resin film 7 on the outer side. Both ends of the reinforcing felt 2 are joined as shown in the joint portion B to have a tubular shape. The joining method is any one of adhesion, adhesion, and stitching.

図4の引込みライナー3dは、内側に不織布8の管状体が設けられ、その外側には補強フェルト2の管状体が設けられ、さらのその外側に樹脂フィルムコーティングフェルト5の管状体を設けたものである。不織布8の幅方向の両端は縫合され不織布リボンテープ6cで補強され、帯状の補強フェルト2の両端は、接合部Aに示すように接合される。樹脂フィルムコーティングフェルト5の幅方向の両端は縫合され、シールリボンテープ6bで密封される。   The pull-in liner 3d in FIG. 4 is provided with a tubular body of the nonwoven fabric 8 on the inside, a tubular body of the reinforcing felt 2 on the outside, and a tubular body of the resin film coating felt 5 on the outside. It is. Both ends of the nonwoven fabric 8 in the width direction are stitched and reinforced with the nonwoven fabric ribbon tape 6 c, and both ends of the belt-shaped reinforcing felt 2 are joined as shown by a joint A. Both ends in the width direction of the resin film coating felt 5 are stitched and sealed with a sealing ribbon tape 6b.

図5は、図1及び図4の接合部Aの詳細を示す図である。補強フェルト2の両端はロック縫いされ、補強フェルトリボンテープ6aで接合される。図6は、図2及び図3の接合部Bの詳細を示す図である。補強フェルト2の両端は重ね縫合される。   FIG. 5 is a diagram showing details of the joint A in FIGS. 1 and 4. Both ends of the reinforcing felt 2 are lock-sewn and joined with a reinforcing felt ribbon tape 6a. FIG. 6 is a diagram showing details of the joint B in FIGS. 2 and 3. Both ends of the reinforcing felt 2 are stitched together.

「引込みライナー3の製作」
補強フェルト2は、織布と不織布を使用して次のように製作する。まず、ポリエステル、ポリアミド(ナイロン)、ビニロン、ポリエチレン、ポリプロピレン等を織り込んで織布を製作する。織布の厚さは、0.10〜3.0mmである。織布の引張伸び率は、縦方向と横方向共に30%以下であることが好ましい。引張強度と引張伸び率は、縦方向と横方向では同等か少なくとも30%以内の差に入ることが好ましい。不織布は、2〜10デニールの太さのもので、ポリエステル、ポリアミド(ナイロン)、ポリプロピレン等のプラスチック繊維が使用される。目付は100〜300g/mとする。不織布は、ニードルパンチ又はスパンボンド加工法で製作する。織布を二枚の不織布でサンドイッチ状に挟み込み、ニードルパンチにより不織布をしっかりと織布にからめ込むようにして製作する。このようにして、幅が1000〜2300mmの帯状の補強フェルト2が製作される。
"Production of retractable liner 3"
The reinforcing felt 2 is manufactured as follows using a woven fabric and a non-woven fabric. First, a woven fabric is produced by weaving polyester, polyamide (nylon), vinylon, polyethylene, polypropylene, or the like. The thickness of the woven fabric is 0.10 to 3.0 mm. The tensile elongation of the woven fabric is preferably 30% or less in both the longitudinal direction and the transverse direction. It is preferable that the tensile strength and the tensile elongation are equal or within a difference of at least 30% in the longitudinal and transverse directions. The nonwoven fabric has a thickness of 2 to 10 denier, and plastic fibers such as polyester, polyamide (nylon), and polypropylene are used. The basis weight is 100 to 300 g / m 2 . The nonwoven fabric is manufactured by needle punching or spunbonding. The woven fabric is sandwiched between two nonwoven fabrics, and the nonwoven fabric is tightly entrapped in the woven fabric by needle punching. In this way, a belt-like reinforcing felt 2 having a width of 1000 to 2300 mm is manufactured.

補強フェルト2は、引込みライナーを加圧し、補修管10の管路壁面に貼り付いた状態の寸法に対し、92〜99%の範囲で小さく周長を設定する。この周長の設定は、使用する織布の伸び率により変化させる。織布の伸び率はできるだけ小さい方が効果的であるが、小さすぎると既設管路の管径誤差及び管路曲りの追従性を考慮すると、10〜30%の伸び率を有することが好ましい。ただし、不織布を複合するニードルパンチング加工により、織布の糸が傷つけられるため補強フェルト2の伸びは、不規則に変化する場合がある。また、引張強度を最大に発揮させるためには、硬化時に織布をできるだけ緊張させた状態に維持することがよい。   The reinforcing felt 2 pressurizes the lead-in liner, and sets the circumference to be small in the range of 92 to 99% with respect to the dimension in a state of being attached to the pipe wall surface of the repair pipe 10. The setting of the circumference is changed according to the elongation percentage of the woven fabric to be used. It is effective that the elongation rate of the woven fabric is as small as possible. However, if the elongation rate is too small, it is preferable to have an elongation rate of 10 to 30% in consideration of the pipe diameter error of existing pipes and the followability of pipe bending. However, since the yarn of the woven fabric is damaged by the needle punching process combining the nonwoven fabric, the elongation of the reinforcing felt 2 may change irregularly. In order to maximize the tensile strength, it is preferable to maintain the woven fabric as tensioned as possible at the time of curing.

周長が設定されると、設定された寸法に補強フェルト2を裁断する。この時、管状に加工する工程で縫い代が必要と判断した場合は、縫い代を30〜150mm程度確保する。裁断された補強フェルト2の幅方向端部をロック縫合した後、縫合部を幅30〜200mmに裁断した補強フェルトリボンテープで補強する。また、この補強は織布で実施してもよい。補強フェルトリボンテープは、接着材で接着することで縫合により管状に加工された補強フェルトの縫合部の補強と管状の補強フェルトの伸びに追従できる。また、硬化時に緊張させることが望ましい。(図5参照)   When the circumference is set, the reinforcing felt 2 is cut to the set dimension. At this time, when it is determined that a seam allowance is necessary in the step of processing into a tubular shape, a seam allowance of about 30 to 150 mm is secured. After locking and stitching the widthwise end of the cut reinforcing felt 2, the stitched portion is reinforced with a reinforcing felt ribbon tape cut to a width of 30 to 200 mm. Further, this reinforcement may be performed with a woven fabric. The reinforcing felt ribbon tape can follow the reinforcement of the stitched portion of the reinforcing felt processed into a tubular shape by stitching and the elongation of the tubular reinforcing felt by bonding with an adhesive. Moreover, it is desirable to make it tense at the time of hardening. (See Figure 5)

他の方法として、縫い代を30〜150mmとって、幅方向両端部を重ね縫いして縫合してもよい。この時、重ね縫いの縫い数は、複数、3本以上が望ましい。(図6参照)   As another method, the seam allowance may be 30 to 150 mm, and both end portions in the width direction may be sewn and overlapped. At this time, the number of overlapped stitches is preferably plural, three or more. (See Figure 6)

補強フェルト2が10%伸びた時に作用する力は、織布の引張強度の30〜60%が好ましい。硬化時の加圧よる伸張率は1〜8%が好ましい。補強フェルト2を管状に加工した後、外表面に樹脂フィルムをコーティングするか、あるいは、不織布に樹脂フィルムをコーティングした帯状の樹脂フィルムコーティングフェルトで覆い、引込みライナーを製作する。引込みライナーの板厚を厚くしたい場合は、補強フェルトを多層としてもよい。ポリエステルフェルト100%の不織布又は及びグラスファイバー複合フェルト層を追加し、補強フェルトと同様に幅方向端部を接合し、管状に加工し層状に重ね合わせる。   The force acting when the reinforcing felt 2 is stretched by 10% is preferably 30 to 60% of the tensile strength of the woven fabric. The elongation ratio by pressurization during curing is preferably 1 to 8%. After the reinforcing felt 2 is processed into a tubular shape, a resin film is coated on the outer surface, or the nonwoven fabric is covered with a belt-shaped resin film coating felt in which a resin film is coated on a non-woven fabric to produce a retractable liner. When it is desired to increase the thickness of the lead-in liner, the reinforcing felt may be a multilayer. A non-woven fabric of 100% polyester felt or a glass fiber composite felt layer is added, end portions in the width direction are joined in the same manner as the reinforcing felt, processed into a tubular shape, and layered.

図7は、本発明による反転ライナーを示す図である。樹脂フィルムコーティングフェルト5の両端を接合し、管状に加工したものである。   FIG. 7 shows a reversal liner according to the present invention. Both ends of the resin film coating felt 5 are joined and processed into a tubular shape.

「反転ライナー4の製作」
反転ライナー4は、管ライニング材1に気密性または流体のシール性をもたせ、内表面を滑らかに仕上げ、肉厚を増やすためのものである。反転ライナー4は、気密性または流体のシール性をもたせるために0.15〜2.0mmのポリエチレン、ポリウレタン、塩化ビニール、ポリプロピレン等の樹脂フィルムを用いる。これらの樹脂フィルムは、不織布にコーティングされ、樹脂フィルムコーティングフェルト5として使用する。
"Production of reverse liner 4"
The reversing liner 4 is provided for making the pipe lining material 1 airtight or fluid-sealing, finishing the inner surface smoothly, and increasing the wall thickness. The reverse liner 4 uses a resin film of 0.15 to 2.0 mm of polyethylene, polyurethane, vinyl chloride, polypropylene or the like in order to provide airtightness or fluid sealing. These resin films are coated on a nonwoven fabric and used as a resin film coating felt 5.

管ライニング材1の「しわ」の発生を防止し、内面を滑らかに仕上げるには、小径の反転ライナー4を引き伸ばす方法が一般的である。しかし、単に伸びやすい材料を伸ばすだけでは「しわ」を防止することは困難である。引張弾性率が高く伸びの大きい材料が必要である。そこで、ニードルパンチング加工したポリエステルフェルトの目付が500〜1200g/m、幅方向の伸び率が60%以上、かつ、高い引張弾性率を有する不織布に樹脂フィルムをコーティングした樹脂フィルムコーティングフェルト5の周長を、管ライニング材1が補修管10の壁に張り付いた状態の80〜95%と小さく設定し、加工時にこれを引き伸ばすことにより「しわ」を防止する。 In order to prevent the occurrence of “wrinkles” in the tube lining material 1 and to smoothly finish the inner surface, a method of stretching the reversing liner 4 having a small diameter is generally used. However, it is difficult to prevent “wrinkles” by simply stretching an easily stretchable material. A material having a high tensile modulus and a large elongation is required. Therefore, the circumference of the resin film coating felt 5 in which the basis weight of the polyester felt subjected to needle punching is 500 to 1200 g / m 2 , the elongation in the width direction is 60% or more, and the nonwoven fabric having a high tensile elastic modulus is coated with the resin film. The length is set as small as 80 to 95% of the state in which the pipe lining material 1 is stuck to the wall of the repair pipe 10, and the wrinkles are prevented by stretching the pipe lining material 1 during processing.

樹脂フィルムコーティングフェルト5を設計周長に裁断し、帯状の両端部を縫合して管状にする。次に、縫合部は、シールリボンテープ6bでシールして気密状態とし、反転ライナー4を製作する。反転ライナー4は、コーティングフェルト単独で使用してもよく、また、板厚を厚くしたい場合は、不織布のみを管状に加工して使用してもよい。   The resin film coating felt 5 is cut into a design circumference, and both ends of the belt are stitched into a tubular shape. Next, the stitched portion is sealed with a sealing ribbon tape 6b to be in an airtight state, and the reversal liner 4 is manufactured. The reversal liner 4 may be used alone as a coating felt, or when it is desired to increase the plate thickness, only the nonwoven fabric may be processed into a tubular shape.

「硬化性樹脂について」
液状の硬化性樹脂としては、主に不飽和ポリエステル樹脂、エポキシ樹脂、あるいは、ビニールエステル樹脂等の熱硬化性樹脂を使用する。織布と不織布を複合した補強フェルト2の効果を十分に発揮させ、硬化材の強度を向上させるには型板状の硬化性樹脂単体(注型板)の引張伸び率を3.0%以上として織布の伸びに追従できるものとし、硬化樹脂及び織布の複合材である補強フェルト2の引張強さを向上させることが必要である。しかし、硬化性樹脂は、引張りの伸びを大きくすると弾性率が低下し、管状の引込みライナー3の剛性が低下するため、引張りの伸びは大きいほどよいが、曲げ弾性率は1500MPa以上とする必要がある。
About curable resin
As the liquid curable resin, a thermosetting resin such as an unsaturated polyester resin, an epoxy resin, or a vinyl ester resin is mainly used. In order to fully demonstrate the effect of the reinforcing felt 2 that combines woven fabric and non-woven fabric, and to improve the strength of the cured material, the tensile elongation of the template-like curable resin alone (casting plate) is 3.0% or more. Therefore, it is necessary to improve the tensile strength of the reinforcing felt 2 that is a composite material of the cured resin and the woven fabric. However, when the tensile elongation is increased, the elastic modulus of the curable resin is decreased, and the rigidity of the tubular pull-in liner 3 is decreased. Therefore, the higher the tensile elongation, the better, but the bending elastic modulus needs to be 1500 MPa or more. is there.

図8、図9は、本発明による管ライニング材の製造状況を示す図である。図8に示すように、補修管10に引込みライナー3を通し、一端がフックベルト14に固定される。引込みライナー3の他端に反転ライナー4を挿入する。引込みライナー3の内部には、給水ホース13で水が注入される。図9に示すように、注入された水は、ボイラー9で加熱され、ポンプ11で反転ライナー4に戻される。ライナーエンド12まで伸びたホースから噴き出した温水の熱により、熱硬化性樹脂が硬化し、管ライニング材1を補修管10に貼り付けることができる。   8 and 9 are views showing the production status of the pipe lining material according to the present invention. As shown in FIG. 8, the pull-in liner 3 is passed through the repair pipe 10, and one end is fixed to the hook belt 14. The reverse liner 4 is inserted into the other end of the lead-in liner 3. Water is injected into the drawing-in liner 3 with a water supply hose 13. As shown in FIG. 9, the injected water is heated by the boiler 9 and returned to the reversal liner 4 by the pump 11. The thermosetting resin is cured by the heat of hot water ejected from the hose extending to the liner end 12, and the pipe lining material 1 can be attached to the repair pipe 10.

管ライニング材1の製作は、まず引込みライナー3を補修管10内に挿入する。次に、樹脂単体での硬化後の引張伸び率が3%以上の硬化性樹脂を引込みライナー3に含浸させるが、硬化性樹脂は、補修管10内に挿入する前に引込みライナー3に含浸させてもよく、補修管10内に挿入した後に含浸させてもよい。硬化性樹脂を引込みライナー3に含浸させた後、引込みライナー3に水圧をかけて補修管10の内壁に貼り付ける。補修管10内への引込みライナー3の貼り付けが完了した後、引込みライナー3の開口部から反転ライナー4を反転挿入して管ライニング材1とする。   To manufacture the pipe lining material 1, first, the lead-in liner 3 is inserted into the repair pipe 10. Next, the drawing liner 3 is impregnated with a curable resin having a tensile elongation rate of 3% or more after curing with the resin alone, but the curable resin is impregnated into the drawing liner 3 before being inserted into the repair pipe 10. Alternatively, it may be impregnated after being inserted into the repair pipe 10. After impregnating the drawing liner 3 with a curable resin, the drawing liner 3 is attached to the inner wall of the repair pipe 10 with water pressure applied. After the drawing of the retractable liner 3 into the repair pipe 10 is completed, the reverse liner 4 is reversely inserted from the opening of the retractable liner 3 to obtain the pipe lining material 1.

補修管10内で管ライニング材1の製作が完了すると、管ライニング材1の内部に再度空気圧または水圧をかけて補修管10の内壁に貼り付け、その状態を維持しながらスチーム加熱、温水または温水シャワー加熱、あるいは常温で硬化性樹脂を硬化させ、補修管10内に樹脂製の管ライニング材1を形成する。これが樹脂の硬化養生にあたる。   When the production of the pipe lining material 1 is completed in the repair pipe 10, air pressure or water pressure is again applied to the inside of the pipe lining material 1 and attached to the inner wall of the repair pipe 10, and steam heating, hot water or hot water is maintained while maintaining the state. The resin lining material 1 is formed in the repair pipe 10 by curing the curable resin at shower heating or at room temperature. This is the curing curing of the resin.

1 管ライニング材
2 補強フェルト
3 引込みライナー
3a、3b、3c、3d 引込みライナー
4 反転ライナー
5 樹脂フィルムコーティングフェルト
6 リボンテープ
6a 補強フェルトリボンテープ
6b シールリボンテープ
6c 不織布リボンテープ
7 樹脂フィルム
8 不織布
9 ボイラー
10 補修管
11 ポンプ
12 ライナーエンド
13 給水ホース
14 フックベルト
DESCRIPTION OF SYMBOLS 1 Pipe lining material 2 Reinforcement felt 3 Retraction liner 3a, 3b, 3c, 3d Retraction liner 4 Inversion liner 5 Resin film coating felt 6 Ribbon tape 6a Reinforcement felt ribbon tape 6b Seal ribbon tape 6c Non-woven ribbon tape 7 Resin film 8 Non-woven fabric 9 Boiler 10 Repair pipe 11 Pump 12 Liner end 13 Water supply hose 14 Hook belt

Claims (8)

管ライニング材を加圧することにより補修管路の内壁面に貼り付け、この状態を保って硬化性樹脂を硬化させることにより、補修管の内部に樹脂管を製造する管ライニング材の製造方法であって、
前記硬化性樹脂は、液状で硬化後の樹脂単体での引張伸び率が3.0%以上であり、引込みライナーと反転ライナーに含浸されると共に、
織布と不織布を複合させた帯状の補強フェルトの幅方向の端部を接合することにより管状に加工した伸び率が10〜30%の引込みライナーを、補修管内に引き込んで配置し、その引込みライナーの内側に樹脂フィルムで覆った管状の伸び率が60%以上の不織布からなる反転ライナーを反転挿入し、反転ライナー及び引込みライナーを共に加圧し、1〜8%引き伸ばした状態で前記硬化性樹脂を硬化させ、補修管の内部で引込みライナーと反転ライナーを合体させることを特徴とする管ライニング材の製造方法。
This is a method for manufacturing a pipe lining material in which a resin pipe is manufactured inside a repair pipe by applying the pressure to the inner wall surface of the repair pipe by pressurizing the pipe lining material and curing the curable resin while maintaining this state. And
The curable resin has a tensile elongation rate of 3.0% or more in a single resin after being cured in a liquid state, and is impregnated in a pull-in liner and a reversal liner,
A draw-in liner with a stretch ratio of 10 to 30%, which is processed into a tubular shape by joining the end portions in the width direction of a belt-like reinforcing felt in which a woven fabric and a non-woven fabric are combined, is drawn into the repair pipe and arranged. A reverse liner made of a non-woven fabric with a stretch rate of 60% or more covered with a resin film is reversely inserted inside, and the reverse liner and the pull-in liner are pressed together, and the curable resin is stretched by 1 to 8%. A method for producing a pipe lining material, comprising curing and combining a drawing liner and a reversing liner inside a repair pipe.
前記引込みライナーは、補強フェルトの幅方向端部の接合部が、織布又は補強フェルトリボンテープを接着して補強されることを特徴とする請求項1に記載の管ライニング材の製造方法。
2. The method for producing a pipe lining material according to claim 1, wherein the drawing-in liner is reinforced by bonding a woven fabric or a reinforcing felt ribbon tape at a joint portion at a width direction end portion of the reinforcing felt.
前記引込みライナーは、幅方向端部の接合部が重ね合わせて縫合されることを特徴とする請求項1に記載の管ライニング材の製造方法。
2. The method of manufacturing a pipe lining material according to claim 1, wherein the drawing-in liner is stitched with overlapping joint portions at width direction end portions.
前記引込みライナーは、加圧前の周長が、加圧されて補修管の内壁面に貼り付いた状態の寸法に対し、92〜99%の範囲で小さく設定されることを特徴とする請求項1に記載の管ライニング材の製造方法。
The peripheral length before pressurization is set to be smaller in a range of 92 to 99% with respect to a dimension in a state where the circumference before pressurization is pressed and attached to the inner wall surface of the repair pipe. A method for producing a pipe lining material according to 1.
前記反転ライナーは、加圧前の周長が、加圧されて補修管の内壁面に貼り付いた状態の寸法に対し、85〜95%の範囲で小さく設定されることを特徴とする請求項1に記載の管ライニング材の製造方法。
The circumference of the reversing liner is set to be smaller in a range of 85 to 95% with respect to a dimension in a state where the circumference before pressurization is pressurized and attached to the inner wall surface of the repair pipe. A method for producing a pipe lining material according to 1.
前記引込みライナーは、外表面が樹脂フィルム又は樹脂フィルムコーティングフェルトで覆われることを特徴とする請求項1に記載の管ライニング材の製造方法。
2. The method for producing a pipe lining material according to claim 1, wherein an outer surface of the drawing-in liner is covered with a resin film or a resin film coating felt.
前記引込みライナーは、硬化性樹脂を含浸させた後、補修管に挿入されることを特徴とする請求項1に記載の管ライニング材の製造方法。
The pipe lining material manufacturing method according to claim 1, wherein the lead-in liner is inserted into a repair pipe after impregnating the curable resin.
前記引込みライナーは、補修管に挿入された後、硬化性樹脂を含浸させることを特徴とする請求項1に記載の管ライニング材の製造方法。   The method for manufacturing a pipe lining material according to claim 1, wherein the drawing-in liner is impregnated with a curable resin after being inserted into a repair pipe.
JP2013111982A 2013-05-28 2013-05-28 Manufacturing method of pipe lining material Active JP6144115B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013111982A JP6144115B2 (en) 2013-05-28 2013-05-28 Manufacturing method of pipe lining material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013111982A JP6144115B2 (en) 2013-05-28 2013-05-28 Manufacturing method of pipe lining material

Publications (2)

Publication Number Publication Date
JP2014231154A true JP2014231154A (en) 2014-12-11
JP6144115B2 JP6144115B2 (en) 2017-06-07

Family

ID=52124856

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013111982A Active JP6144115B2 (en) 2013-05-28 2013-05-28 Manufacturing method of pipe lining material

Country Status (1)

Country Link
JP (1) JP6144115B2 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63104823A (en) * 1986-10-17 1988-05-10 ハンス・ミユラ− Method of repairing conduit laid in ground
JPH02248797A (en) * 1989-02-27 1990-10-14 Hans Mueller Lining method for conduit embedded in ground
JP2002160296A (en) * 2000-11-28 2002-06-04 Shonan Gosei Jushi Seisakusho:Kk Tube lining material, its manufacturing method, method for lining tube
JP2008246986A (en) * 2007-03-30 2008-10-16 Yoshika Kk Existing pipe repair method
JP2011131515A (en) * 2009-12-25 2011-07-07 Ashimori Industry Co Ltd Liner material of pipe line

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63104823A (en) * 1986-10-17 1988-05-10 ハンス・ミユラ− Method of repairing conduit laid in ground
JPH02248797A (en) * 1989-02-27 1990-10-14 Hans Mueller Lining method for conduit embedded in ground
JP2002160296A (en) * 2000-11-28 2002-06-04 Shonan Gosei Jushi Seisakusho:Kk Tube lining material, its manufacturing method, method for lining tube
JP2008246986A (en) * 2007-03-30 2008-10-16 Yoshika Kk Existing pipe repair method
JP2011131515A (en) * 2009-12-25 2011-07-07 Ashimori Industry Co Ltd Liner material of pipe line

Also Published As

Publication number Publication date
JP6144115B2 (en) 2017-06-07

Similar Documents

Publication Publication Date Title
US6708729B1 (en) Fiber reinforced composite liner for lining an existing conduit and method of manufacture
JP6030937B2 (en) Line lining material and line lining method
US6932116B2 (en) Fiber reinforced composite liner for lining an existing conduit and method of manufacture
US9052053B2 (en) Method of lining a conduit using a scrim-reinforced pipe liner
CA2870245C (en) Lining method for conduit and lining material composite for conduit
JP2009515746A (en) In-situ curable liner reinforced longitudinally and reinforced coating
JP2011104786A (en) Lining material
JP6144115B2 (en) Manufacturing method of pipe lining material
JP2002160296A (en) Tube lining material, its manufacturing method, method for lining tube
JP6975550B2 (en) Liner lining material
JP2013018148A (en) Branch pipe lining material, method for manufacturing the same and branch pipe lining process
JP2001129882A (en) Tube lining material and tube lining method
JP5723110B2 (en) Manufacturing method of pipe lining material
JP2005069258A (en) Renovation material
JP4560371B2 (en) Pipe lining material and pipe lining method
JP6878135B2 (en) Pipeline lining material and how to use it
JP2004042277A (en) Tubular liner, thermosetting resin tube, and method for repairing/reinforcing tubular inner layer
JP6484120B2 (en) Lining material and manufacturing method of lining material
JP2001219471A (en) Pipe lining material, manufacturing method therefor and pipe lining technique
JP5894648B1 (en) Pipe lining material
JP2012006273A (en) Lining material for conduit and lining method for the conduit
JP6701589B2 (en) Reinforced fiber sheet
JP6619988B2 (en) Method for reversing pipe lining material and pipe lining material
JP2017043074A (en) Pipe lining material, pipe lining material manufacturing method, and pipe lining method
JP2013082144A (en) Pipe lining material and resin adsorbent for pipe lining material

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20160422

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20170119

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20170131

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20170329

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20170418

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20170510

R150 Certificate of patent or registration of utility model

Ref document number: 6144115

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250