JP2011093159A - Lining material of pipe line and method of forming traction cable mounting hole for lining material - Google Patents

Lining material of pipe line and method of forming traction cable mounting hole for lining material Download PDF

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JP2011093159A
JP2011093159A JP2009248123A JP2009248123A JP2011093159A JP 2011093159 A JP2011093159 A JP 2011093159A JP 2009248123 A JP2009248123 A JP 2009248123A JP 2009248123 A JP2009248123 A JP 2009248123A JP 2011093159 A JP2011093159 A JP 2011093159A
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lining material
tow rope
curable resin
hole
rope attachment
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JP5448721B2 (en
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Masahiro Seshimo
雅博 瀬下
Mitsuhiro Take
光裕 武
Shinji Onishi
信二 大西
Koji Tasaka
光司 田坂
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Ashimori Industry Co Ltd
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Ashimori Industry Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a structure in which a fiber layer 4 is free from deformation or destruction when a traction cable 3 is mounted in a traction cable mounting hole 2 for a lining material 1 and pulled. <P>SOLUTION: The method of forming a traction cable mounting hole for a lining material is such that, in a lining material 1 of pipe line having at least one or more fiber layers 4, a traction cable mounting hole 2 is drilled in the end part of the lining material 1, and that a reaction curable resin liquid 6 is impregnated in the fiber layers 4 in the periphery of the traction cable mounting hole 2 and cured. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は管路の内張り材において、当該内張り材に牽引索を取りつけるための牽引索取り付け穴の構造及び、当該内張り材における牽引索取り付け穴を形成するための方法に関するものである。   The present invention relates to a structure of a tow rope attachment hole for attaching a tow rope to the lining material and a method for forming a tow line attachment hole in the lining material.

従来から管路の補修又は補強の目的で管路内に内張り材を挿通し、当該内張り材を管路内面に張り付けて内張りすることが行われており、その内張り方法としては種々の方法が提案されている。そしてそれらの方法においては、内張り材を管路内に引き込むために、内張り材の一端に牽引索を取りつけることが必要である。   Conventionally, for the purpose of repairing or reinforcing a pipe line, a lining material is inserted into the pipe line, and the lining material is attached to the inner surface of the pipe line, and various methods are proposed as the lining method. Has been. In these methods, it is necessary to attach a tow rope to one end of the lining material in order to draw the lining material into the pipeline.

内張り材を流体圧力で裏返しながら管路内に挿通する反転工法も広く行われており、当該反転工法においては内張り材を管路内に引き込むための牽引索は必要ではないが、内張り材の後端から内張り材の反転をコントロールする必要があり、そのための牽引索を取りつけることが必要である。   A reversing method is widely used in which the lining material is inserted into the pipeline while being turned over by the fluid pressure. In this reversing method, a tow rope for drawing the lining material into the pipeline is not necessary, but after the lining material It is necessary to control the reversal of the lining material from the end, and it is necessary to attach a towline for that purpose.

一方内張り材は、管路内において強固な管体を形成する必要があるため、反応硬化性樹脂液を含浸するための厚い繊維層を有しており、必要に応じてその繊維層は複数積層して用いられることも少なくない。   On the other hand, the lining material has a thick fiber layer for impregnating the reaction curable resin liquid because it is necessary to form a strong tube in the pipeline, and a plurality of the fiber layers are laminated as necessary. It is often used as a product.

而して内張り材に前記牽引索を取りつけるには、図1に示すように内張り材1の端末部に牽引索取り付け穴2を穿設し、当該牽引索取り付け穴2に牽引索3を挿通して取りつけるのが最も一般的である。   Thus, in order to attach the towline to the lining material, as shown in FIG. 1, a towline mounting hole 2 is drilled in the end portion of the lining material 1 and the towline 3 is inserted into the towline mounting hole 2. Is the most common.

しかしながらこの構造においては、牽引索3に作用する力は牽引索取り付け穴2に作用し、内張り材1に対しては局部的に強く作用することとなり、前記繊維層がその力に耐えることができず、変形して破壊されることがある。   However, in this structure, the force acting on the tow rope 3 acts on the tow rope mounting hole 2 and acts strongly on the lining material 1 locally, so that the fiber layer can withstand that force. However, it may be deformed and destroyed.

前記繊維層は反応硬化性樹脂液を多量に含浸するために厚いものが使用されるが、繊維層自体の強度が要求されるものではないため、不織布などの厚みはあっても強度が小さい材料が使用されることが多く、局部的に大きな力が作用すると、不織布の構造が破壊される可能性が大きい。また織布を使用した場合においても、局部的に力がかかるとよこ糸がずれるため、織物構造が破壊されてしまう。   The fiber layer is thick in order to impregnate a large amount of the reaction curable resin liquid, but the strength of the fiber layer itself is not required. Is often used, and when a large force acts locally, the structure of the nonwoven fabric is likely to be destroyed. Even in the case where a woven fabric is used, if the force is applied locally, the weft yarn is displaced and the woven fabric structure is destroyed.

特開2009−56783号公報JP 2009-56783 A

本発明はかかる事情に鑑みなされたものであって、内張り材1の端末部に穿設された牽引索取り付け穴2に牽引索3を取りつけて牽引しても、内張り材1における繊維層が変形したり破壊されることのない内張り材1の構造及び、かかる牽引索取り付け穴2の形成方法を提供することを目的とするものである。   The present invention has been made in view of such circumstances, and the fiber layer in the lining material 1 is deformed even if the traction cable 3 is attached to the traction cable mounting hole 2 formed in the terminal portion of the lining material 1 and pulled. It is an object of the present invention to provide a structure of the lining material 1 that is not broken or broken and a method for forming the tow rope attachment hole 2.

而して本発明の内張り材は、少なくとも一層以上の繊維層を有する管路の内張り材において、当該内張り材の端末部に牽引索取り付け穴を穿設し、当該牽引索取り付け穴の周囲の前記繊維層に反応硬化性樹脂液を含浸し、これを硬化せしめてなることを特徴とするものである。   Thus, the lining material of the present invention is a pipe lining material having at least one or more fiber layers, the traction material mounting hole is drilled in the terminal portion of the lining material, The fiber layer is impregnated with a reaction curable resin solution and cured.

また本発明の第一の牽引索取り付け穴の形成方法は、少なくとも一層以上の繊維層を有する管路の内張り材の端末部に牽引索取り付け穴を穿設し、当該牽引索取り付け穴を中心として当該牽引索取り付け穴の直径の二倍以上の範囲に亙ってその両面から挟圧板で挟圧し、前記牽引索取り付け穴内に反応硬化性樹脂液を圧入して前記繊維層に含浸せしめ、当該反応硬化性樹脂液を硬化せしめ、前記挟圧板を取り除いた後牽引索取り付け穴を埋めた反応硬化性樹脂に透孔を穿設することを特徴とするものである。   In the first method of forming the tow rope attachment hole of the present invention, the tow rope attachment hole is drilled in the terminal portion of the lining material of the pipeline having at least one fiber layer, and the tow rope attachment hole is the center. Clamping is performed with a pressure plate from both sides over a range of twice or more the diameter of the tow rope mounting hole, a reaction curable resin liquid is pressed into the tow rope mounting hole and impregnated in the fiber layer, and the reaction After the curable resin liquid is cured and the clamping plate is removed, a through hole is formed in the reaction curable resin in which the tow rope attachment hole is filled.

また本発明の第二の牽引索取り付け穴の形成方法は、少なくとも一層以上の繊維層を有する管路の内張り材の端末部に牽引索取り付け穴を穿設し、当該牽引索取り付け穴を中心として当該牽引索取り付け穴の直径の二倍以上の範囲に亙ってその両面から挟圧板で挟圧し、前記挟圧板の一方の挟圧面から前記牽引索取り付け穴に遊嵌するロッドを立設し、当該ロッドと牽引索取り付け穴との間隙を通して反応硬化性樹脂液を圧入して前記繊維層に含浸せしめ、当該反応硬化型樹脂液を硬化せしめることを特徴とするものである。これらの方法においては、前記挟圧板の挟圧面が、中央が窪んだ略椀状に湾曲しているものであることが好ましい。   Further, in the second method of forming the tow rope attachment hole of the present invention, the tow rope attachment hole is formed in the terminal portion of the lining material of the pipe line having at least one or more fiber layers, and the tow rope attachment hole is the center. The rod is clamped from both sides with a pressure plate over a range of twice or more the diameter of the tow rope mounting hole, and a rod that is loosely fitted into the tow rope mounting hole from one of the pressure plates is installed upright. A reactive curable resin liquid is press-fitted through a gap between the rod and the tow rope mounting hole to impregnate the fiber layer, and the reactive curable resin liquid is cured. In these methods, it is preferable that the pinching surface of the pinching plate is curved in a substantially bowl shape with a depressed center.

本発明によれば、牽引索取り付け穴2に牽引索3を取り付けて牽引したとき、牽引索取り付け穴2の周囲の繊維層に反応硬化性樹脂液が含浸硬化されているため、当該反応硬化性樹脂液が含浸された範囲が全体として一体化しており、当該範囲全体に亙って均等に牽引力が作用するため、狭い範囲に局部的に力が作用することがないので、繊維層が不必要に変形したり破壊されることがなく、牽引索3により大きな力で内張り材1を牽引することができる。   According to the present invention, when the tow rope 3 is attached to the tow rope attachment hole 2 and pulled, the fiber layer around the tow rope attachment hole 2 is impregnated and cured with the reaction curable resin solution. The range where the resin liquid is impregnated is integrated as a whole, and the traction force acts evenly over the entire range, so there is no local force in a narrow range, so a fiber layer is unnecessary. The lining material 1 can be pulled with a large force by the tow rope 3 without being deformed or broken.

内張り材に牽引索を取り付けた状態の斜視図A perspective view of the lining material with the tow rope attached 本発明の内張り材の主要部の横断面図Cross-sectional view of the main part of the lining material of the present invention 本発明により牽引索取り付け穴の周囲に反応硬化性樹脂液を含浸する状態を示す横断面図Cross-sectional view showing a state in which a reactive curable resin liquid is impregnated around a tow rope mounting hole according to the present invention

以下本発明を図面に基づいて説明する。図2は本発明の内張り材1の横断面図であって、当該内張り材1は複数層(図面では4層)の筒状の繊維層4が積層されており、最外面には気密層5が形成されている。そして当該内張り材1の端末部には、牽引索取り付け穴2が穿設されている。   The present invention will be described below with reference to the drawings. FIG. 2 is a cross-sectional view of the lining material 1 of the present invention. The lining material 1 has a plurality of layers (four layers in the drawing) of cylindrical fiber layers 4 laminated on the outermost surface thereof. Is formed. A tow rope attachment hole 2 is formed in the terminal portion of the lining material 1.

而して本発明においては、前記内張り材1における牽引索取り付け穴2の周囲の繊維層4に、エポキシ樹脂又は不飽和ポリエステル樹脂などの反応硬化性樹脂液6が含浸され、反応硬化せしめられ、前記繊維層4は剛直に固められている。また牽引索取り付け穴2の内周面には、前記反応硬化性樹脂液による樹脂層7が形成されている。   Thus, in the present invention, the fiber layer 4 around the tow rope mounting hole 2 in the lining material 1 is impregnated with a reactive curable resin liquid 6 such as an epoxy resin or an unsaturated polyester resin, and is cured by reaction. The fiber layer 4 is rigidly hardened. A resin layer 7 made of the reaction curable resin liquid is formed on the inner peripheral surface of the tow rope mounting hole 2.

前記繊維層4における反応硬化性樹脂液6を含浸すべき範囲は、管路の径や内張り材1の厚さ、構造、内張りに際して牽引索3に作用する力の程度によっても異なるが、少なくとも牽引索取り付け穴2の径の二倍以上の範囲とすることが好ましい。   The range to be impregnated with the reaction curable resin liquid 6 in the fiber layer 4 varies depending on the diameter of the pipe line, the thickness and structure of the lining material 1, and the degree of force acting on the traction line 3 during lining, but at least the traction It is preferable to set it in a range that is at least twice the diameter of the cable attachment hole 2.

反応硬化性樹脂液6を含浸する範囲が狭いと、その範囲全体に力が作用したとしても、力がかかる範囲が狭いために局部的にかかる力が大きく、繊維層4の変形や破壊を防止することができない。   If the range in which the reaction curable resin liquid 6 is impregnated is narrow, even if force is applied to the entire range, the force applied is small and the force applied locally is large, preventing deformation and breakage of the fiber layer 4. Can not do it.

本発明によれば、繊維層4が反応硬化性樹脂液6で固められているため、当該反応硬化性樹脂液6で固められた範囲内の内張り材1は一体として挙動し、牽引索取り付け穴2に挿通された牽引索3に牽引力が作用したときには、その力は固められた範囲内の内張り材1全体に均一に作用する。   According to the present invention, since the fiber layer 4 is hardened with the reaction curable resin liquid 6, the lining material 1 within the range hardened with the reaction curable resin liquid 6 behaves as one body, and the tow rope attachment hole When a traction force is applied to the traction line 3 inserted through 2, the force uniformly acts on the entire lining material 1 within the hardened range.

従って牽引索3が挿通された個所に局部的に力が作用することはなく、繊維層4に広範囲に均等に力がかかるため、繊維層4が局部的に変形したり破壊されたりすることがなく、大きな力を支えて牽引されることができるのである。   Accordingly, no force is applied locally to the portion where the tow cord 3 is inserted, and the force is applied to the fiber layer 4 evenly over a wide range. Therefore, the fiber layer 4 may be locally deformed or broken. It can be towed with great force.

次に図3は本発明の牽引索取り付け穴の形成方法により、牽引索取り付け穴2の周囲の繊維層4に反応硬化性樹脂液6を含浸せしめ、牽引索取り付け穴2を補強する状態を示すものである。   Next, FIG. 3 shows a state in which the fiber layer 4 around the tow rope mounting hole 2 is impregnated with the reactive curable resin liquid 6 and the tow rope mounting hole 2 is reinforced by the method of forming the tow rope mounting hole of the present invention. Is.

図3において8、9はそれぞれ牽引索取り付け穴2の周囲の内張り材1を上下から挟圧する挟圧板であって、当該挟圧板8、9の挟圧面10、11は、それぞれ中央部が窪んだ略椀状に湾曲せしめられている。またこの下部挟圧板8の直径は、牽引索取り付け穴2の直径の二倍以上であることが必要である。   In FIG. 3, 8 and 9 are clamping plates for clamping the lining material 1 around the tow rope mounting hole 2 from above and below, respectively, and the clamping surfaces 10 and 11 of the clamping plates 8 and 9 are recessed at the center. It is curved in a generally bowl shape. Further, the diameter of the lower pressing plate 8 needs to be at least twice the diameter of the tow rope mounting hole 2.

そして下部挟圧板8の挟圧面10の中央には、内張り材1の牽引索取り付け穴2に遊嵌し得るロッド12が立設されており、また上部挟圧板9の上面には、牽引索取り付け穴2の内径にほぼ一致する内径の圧入筒13が立設されている。   A rod 12 that can be loosely fitted in the tow rope mounting hole 2 of the lining material 1 is erected at the center of the pinch surface 10 of the lower pinch plate 8. A press-fitting cylinder 13 having an inner diameter substantially coinciding with the inner diameter of the hole 2 is provided upright.

而して内張り材1を下部挟圧板8上に載置して、下部挟圧板8に立設されたロッド12を牽引索取り付け穴2に遊嵌し、その内張り材1上に上部挟圧板9を載置して圧入筒13を牽引索取り付け穴2に一致させ、その状態で下部挟圧板8と上部挟圧板9との間に内張り材1を挟圧する。   Thus, the lining material 1 is placed on the lower clamping plate 8, and the rod 12 erected on the lower clamping plate 8 is loosely fitted in the tow rope mounting hole 2, and the upper clamping plate 9 is placed on the lining material 1. The press-fitting cylinder 13 is made to coincide with the tow rope mounting hole 2, and the lining material 1 is clamped between the lower pressing plate 8 and the upper pressing plate 9 in this state.

これにより、内張り材1は両挟圧板8、9の周縁部14の間で強く挟圧されて圧縮されるとともに、周縁部14より内部においては、挟圧面10、11が椀状に窪んでいるために圧縮の程度は緩やかになっている。なお、挟圧板8、9の表面はテフロン加工により離型性がよくなっている。   As a result, the lining material 1 is strongly squeezed and compressed between the peripheral edge portions 14 of the both pressing plates 8 and 9, and the pressing surfaces 10 and 11 are recessed in a bowl shape inside the peripheral edge portion 14. Therefore, the degree of compression has become moderate. In addition, the surface of the pinching plates 8 and 9 has improved releasability by Teflon processing.

この状態で圧入筒13に樹脂液圧入具15を取り付け、当該樹脂液圧入具15から反応硬化性樹脂液6を圧入すると、当該反応硬化性樹脂液6は圧入筒13から牽引索取り付け穴2内に圧入され、当該牽引索取り付け穴2の内周面とロッド12との間の間隙を通り、さらに繊維層4の繊維の間に圧入される。   In this state, when the resin liquid press-fitting tool 15 is attached to the press-fitting cylinder 13 and the reaction curable resin liquid 6 is press-fitted from the resin liquid press-fitting tool 15, the reaction curable resin liquid 6 is transferred from the press-fitting cylinder 13 into the tow rope attachment hole 2. And is inserted between the fibers of the fiber layer 4 through the gap between the inner peripheral surface of the tow rope attachment hole 2 and the rod 12.

このとき反応硬化性樹脂液6はその圧入の圧力により繊維層4に含浸されるが、当該繊維層4は挟圧板8、9の外周部において周縁部14により強く圧縮されているため、反応硬化性樹脂液6はその周縁部14の内側までは含浸し得るが、周縁部14で圧縮された個所を超えることができず、挟圧板8、9のほゞ直径の範囲内にのみ高密度で含浸せしめられる。   At this time, the reaction curable resin liquid 6 is impregnated into the fiber layer 4 by the pressure of the press-fitting, but the fiber layer 4 is strongly compressed by the peripheral edge portion 14 at the outer peripheral portion of the pinching plates 8 and 9, and thus the reaction hardening. The conductive resin liquid 6 can be impregnated up to the inside of the peripheral portion 14, but cannot exceed the portion compressed by the peripheral portion 14, and has a high density only within the range of the diameter of the pinching plates 8 and 9. Impregnated.

この状態で反応硬化性樹脂液6を反応硬化させることにより、内張り材1は挟圧板8、9のほゞ直径に相当する範囲が反応硬化性樹脂液6により強固に固められた状態となり、図2に示す内張り材1が得られるのである。   By reacting and curing the reaction curable resin liquid 6 in this state, the lining material 1 is in a state where the range corresponding to the diameter of the pinching plates 8 and 9 is firmly solidified by the reaction curable resin liquid 6. The lining material 1 shown in 2 is obtained.

なお本発明においては、前記ロッド12は必ずしも必要ではない。ロッド12が無い場合においては樹脂液圧入具15から圧入された反応硬化性樹脂液6は牽引索取り付け穴2内を埋め、さらに管路4内に含浸される。この状態において反応硬化性樹脂液6を硬化せしめて挟圧板8、9を取り外した後、牽引索取り付け穴2内を埋めた反応硬化性樹脂に透孔を穿設することにより、図2に示すような牽引索取り付け穴2を有する内張り材1が得られる。   In the present invention, the rod 12 is not always necessary. In the absence of the rod 12, the reaction curable resin liquid 6 that is press-fitted from the resin liquid press-fitting tool 15 fills the tow rope mounting hole 2 and is further impregnated in the conduit 4. In this state, the reaction curable resin liquid 6 is cured and the pinching plates 8 and 9 are removed, and then a through hole is formed in the reaction curable resin in which the inside of the tow rope attachment hole 2 is filled, as shown in FIG. A lining material 1 having such a tow rope mounting hole 2 is obtained.

本発明においては、挟圧面10、11が必ずしも湾曲している必要はなく、平面であっても差し支えはないが、挟圧面10、11が平面であると、反応硬化性樹脂液6が含浸される範囲が方向によって定まらず、また反応硬化性樹脂液6が過度に広がらないようにすると部分的に反応硬化性樹脂液6が十分に含浸されない可能性もあるので、前述のように挟圧面10、11が略椀状に湾曲していることが好ましい。   In the present invention, the pinching surfaces 10 and 11 do not necessarily have to be curved and may be flat, but when the pinching surfaces 10 and 11 are flat, the reaction curable resin liquid 6 is impregnated. If the range is not determined depending on the direction and the reaction curable resin liquid 6 is not excessively spread, the reaction curable resin liquid 6 may not be sufficiently impregnated partially. , 11 are preferably curved in a substantially bowl shape.

1 内張り材
2 牽引索取り付け穴
3 牽引索
4 繊維層
6 反応硬化性樹脂液
8、9 挟圧板
10、11 挟圧面
12 ロッド


DESCRIPTION OF SYMBOLS 1 Liner material 2 Towing rope attachment hole 3 Towing rope 4 Fiber layer 6 Reactive curable resin liquid 8, 9 Clamping plate 10, 11 Clamping surface 12 Rod


Claims (4)

少なくとも一層以上の繊維層(4)を有する管路の内張り材(1)において、当該内張り材(1)の端末部に牽引索取り付け穴(2)を穿設し、当該牽引索取り付け穴(2)の周囲の前記繊維層(4)に、反応硬化性樹脂液(6)を含浸し、これを硬化せしめてなることを特徴とする、管路の内張り材   In the lining material (1) of the pipe line having at least one or more fiber layers (4), a tow rope attachment hole (2) is drilled in a terminal portion of the lining material (1), and the tow rope attachment hole (2 The fiber lining resin (6) is impregnated with the reaction curable resin liquid (6) and cured, thereby lining the pipe. 少なくとも一層以上の繊維層(4)を有する管路の内張り材(1)の端末部に牽引索取り付け穴(2)を穿設し、当該牽引索取り付け穴(2)を中心として当該牽引索取り付け穴(2)の直径の二倍以上の範囲に亙ってその両面から挟圧板(8、9)で挟圧し、前記牽引索取り付け穴(2)内に反応硬化性樹脂液(6)を圧入して前記繊維層(4)に含浸せしめ、当該反応硬化性樹脂液を硬化せしめ、前記挟圧板(8、9)を取り除いた後牽引索取り付け穴(2)を埋めた反応硬化性樹脂に透孔を穿設することを特徴とする、内張り材の牽引索取り付け穴の形成方法   A tow rope attachment hole (2) is drilled in a terminal portion of a lining material (1) of a pipe line having at least one fiber layer (4), and the tow rope attachment is made around the tow rope attachment hole (2). The pressure curable resin liquid (6) is press-fitted into the tow rope attachment hole (2) by pressing between both sides with a pressure plate (8, 9) over a range more than twice the diameter of the hole (2). Then, the fiber layer (4) is impregnated, the reaction curable resin liquid is cured, and after removing the pinching plates (8, 9), the reaction curable resin filled with the tow rope attachment hole (2) is penetrated. A method for forming a pulling rope attachment hole for a lining material, characterized by drilling a hole 少なくとも一層以上の繊維層(4)を有する管路の内張り材(1)の端末部に牽引索取り付け穴(2)を穿設し、当該牽引索取り付け穴(2)を中心として当該牽引索取り付け穴(2)の直径の二倍以上の範囲に亙ってその両面から挟圧板(8、9)で挟圧し、前記挟圧板(8)の一方の挟圧面(10)から前記牽引索取り付け穴(2)に遊嵌するロッド(12)を立設し、当該ロッド(12)と牽引索取り付け穴(2)との間隙を通して反応硬化性樹脂液(6)を圧入して前記繊維層(4)に含浸せしめ、当該反応硬化性樹脂液(6)を硬化せしめることを特徴とする、内張り材の牽引索取り付け穴の形成方法   A tow rope attachment hole (2) is drilled in a terminal portion of a lining material (1) of a pipe line having at least one fiber layer (4), and the tow rope attachment is made around the tow rope attachment hole (2). A pinch plate (8, 9) is clamped from both sides of the hole (2) over a range of two or more diameters, and the tow rope mounting hole is inserted from one pinch surface (10) of the pinch plate (8). A rod (12) that is loosely fitted to (2) is erected, and a reactive curable resin liquid (6) is press-fitted through a gap between the rod (12) and the tow rope mounting hole (2), and the fiber layer (4 ), And the reaction curable resin liquid (6) is cured. 前記挟圧板(8、9)の挟圧面(10、11)が、中央が窪んだ略椀状に湾曲していることを特徴とする、請求項2又は3に記載の内張り材の牽引索取り付け穴の形成方法
4. The traction cord attachment of a lining material according to claim 2, wherein the clamping surface (10, 11) of the clamping plate (8, 9) is curved in a substantially bowl shape with a depressed center. 5. Hole formation method
JP2009248123A 2009-10-28 2009-10-28 Method for forming lining material of pipe line and towing rope attachment hole of lining material Active JP5448721B2 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001018291A (en) * 1999-07-09 2001-01-23 Shonan Gosei Jushi Seisakusho:Kk Pipe lining material and pipe lining method using the same
JP2008001057A (en) * 2006-06-26 2008-01-10 Osaka Bosui Constr Co Ltd Lining method of pipe inside surface

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001018291A (en) * 1999-07-09 2001-01-23 Shonan Gosei Jushi Seisakusho:Kk Pipe lining material and pipe lining method using the same
JP2008001057A (en) * 2006-06-26 2008-01-10 Osaka Bosui Constr Co Ltd Lining method of pipe inside surface

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