JPH0768640A - Branch tube lining material - Google Patents
Branch tube lining materialInfo
- Publication number
- JPH0768640A JPH0768640A JP5216419A JP21641993A JPH0768640A JP H0768640 A JPH0768640 A JP H0768640A JP 5216419 A JP5216419 A JP 5216419A JP 21641993 A JP21641993 A JP 21641993A JP H0768640 A JPH0768640 A JP H0768640A
- Authority
- JP
- Japan
- Prior art keywords
- branch pipe
- water
- lining material
- pipe lining
- liner
- 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
Links
- 239000000463 material Substances 0.000 title claims abstract description 53
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 52
- 229920005989 resin Polymers 0.000 claims abstract description 17
- 239000011347 resin Substances 0.000 claims abstract description 17
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 8
- 239000002985 plastic film Substances 0.000 claims description 11
- 229920006255 plastic film Polymers 0.000 claims description 11
- 238000004078 waterproofing Methods 0.000 claims description 2
- 230000035515 penetration Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 14
- 230000000903 blocking effect Effects 0.000 description 11
- 239000002981 blocking agent Substances 0.000 description 10
- 239000004745 nonwoven fabric Substances 0.000 description 8
- 229920001187 thermosetting polymer Polymers 0.000 description 8
- 239000003673 groundwater Substances 0.000 description 7
- 230000008595 infiltration Effects 0.000 description 7
- 238000001764 infiltration Methods 0.000 description 7
- 230000002093 peripheral effect Effects 0.000 description 6
- -1 acryl Chemical group 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000004677 Nylon Substances 0.000 description 2
- 229920002978 Vinylon Polymers 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 229920001778 nylon Polymers 0.000 description 2
- 229920002635 polyurethane Polymers 0.000 description 2
- 239000004814 polyurethane Substances 0.000 description 2
- HRPVXLWXLXDGHG-UHFFFAOYSA-N Acrylamide Chemical compound NC(=O)C=C HRPVXLWXLXDGHG-UHFFFAOYSA-N 0.000 description 1
- 239000004687 Nylon copolymer Substances 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000005286 illumination Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 229920006337 unsaturated polyester resin Polymers 0.000 description 1
Landscapes
- Pipe Accessories (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、老朽化した枝管の補修
に供される枝管ライニング材に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a branch pipe lining material used for repairing an aged branch pipe.
【0002】[0002]
【従来の技術】地中に埋設された下水管等の管路が老朽
化した場合、該管路を地中から掘出することなく、その
円周面にライニングを施して当該管路を補修する管路補
修工法は既に知られている。2. Description of the Related Art When a pipeline such as a sewer pipe buried in the ground is deteriorated, the pipeline is repaired by lining the circumferential surface of the pipeline without excavating the pipeline from the ground. The pipe repair method is already known.
【0003】即ち、上記管路補修工法は、硬化性樹脂を
含浸して成る管ライニング材を流体圧によって管路内に
反転させながら挿入するとともに、管路の内周面に押圧
し、その状態を保ったまま管ライニング材を加温等して
これに含浸された硬化性樹脂を硬化させることによっ
て、管路の内周面にライニングを施す工法である。That is, in the above-mentioned pipe repairing method, a pipe lining material impregnated with a curable resin is inserted into the pipe while being inverted by a fluid pressure, and is pressed against the inner peripheral surface of the pipe to keep the state. While the above is maintained, the pipe lining material is heated to cure the curable resin impregnated therein, thereby lining the inner peripheral surface of the pipe line.
【0004】ところで、斯かる管路補修工法は、本管の
みならず、本管から分岐する枝管に対しても適用するこ
とができる。By the way, such a pipeline repairing method can be applied not only to the main pipe but also to a branch pipe branched from the main pipe.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、特に下
水管等の枝管においては、地下水等の浸入があり、斯か
る枝管に対して管路補修工法をそのまま適用すると、管
ライニング材に含浸された硬化性樹脂が浸入水に触れて
硬化不要を生じるという不具合が発生する。However, especially in branch pipes such as sewer pipes, there is infiltration of groundwater and the like, and when the pipe repairing method is applied to such branch pipes as they are, the pipe lining material is impregnated. There is a problem that the curable resin comes into contact with the infiltrated water and does not need to be cured.
【0006】そこで、浸入水のある枝管に対して管路補
修工法を適用する以前に、枝管内への水の浸入を阻止す
る止水処理が必要であり、この止水処理のために作業の
負担が大きくなり、工期も長くなっていた。Therefore, before applying the pipe repairing method to a branch pipe with infiltrated water, it is necessary to perform a water-stop treatment for preventing the intrusion of water into the branch pipe. The burden was heavy and the construction period was long.
【0007】本発明は上記問題に鑑みてなされたもの
で、その目的とする処は、浸入水のある枝管に対してラ
イニングと止水処理を同時に行なうことができる枝管ラ
イニング材を提供することにある。The present invention has been made in view of the above problems, and an object thereof is to provide a branch pipe lining material capable of simultaneously performing a lining process and a water stopping process for a branch pipe having infiltration water. Especially.
【0008】[0008]
【課題を解決するための手段】上記目的を達成すべく本
発明は、枝管ライニング材を、一端に鍔を有し、硬化性
樹脂を含浸して成る管ライニング層と、止水剤を含浸し
て成る止水剤含浸層とで2層構造としたことを特徴とす
る。To achieve the above object, the present invention provides a pipe lining material, a pipe lining layer having a collar at one end and impregnated with a curable resin, and a water blocking agent. It is characterized by having a two-layer structure with a water-stopping agent impregnated layer.
【0009】[0009]
【作用】本発明に係る枝管ライニング材を浸入水のある
枝管の補修に適用すると、該枝管ライニング材の止水剤
含浸層に含浸された止水剤によって浸入水の浸入が阻止
されると同時に、管ライニング層によって枝管のライニ
ングが施され、作業能率の向上と工期の短縮を図ること
ができる。When the branch pipe lining material according to the present invention is applied to repair a branch pipe with infiltrated water, the infiltration of the infiltration water is prevented by the water blocking agent impregnated in the water blocking agent impregnated layer of the branch pipe lining material. At the same time, the pipe lining layer lining the branch pipes can improve the work efficiency and shorten the construction period.
【0010】[0010]
【実施例】以下に本発明の一実施例を添付図面に基づい
て説明する。An embodiment of the present invention will be described below with reference to the accompanying drawings.
【0011】図1は本発明に係る枝管ライニング材のセ
ット状態を示す断面図、図2は図1のA−A線拡大断面
図、図3(a)〜(c)は本発明に係る枝管ライニング
材の製造工程の一部を示す断面図である。FIG. 1 is a sectional view showing a set state of a branch pipe lining material according to the present invention, FIG. 2 is an enlarged sectional view taken along the line AA of FIG. 1, and FIGS. 3 (a) to 3 (c) are related to the present invention. It is sectional drawing which shows a part of manufacturing process of a branch pipe lining material.
【0012】図1に示すように、本発明に係る枝管ライ
ニング材1は、熱硬化性樹脂を含浸して成る管ライニン
グ層(以下、硬化ライナーと称す)2と止水剤を含浸し
て成る止水剤含浸層(以下、止水ライナーと称す)3と
で2層構造を構成して成る。尚、未反転の枝管ライニン
グ材1においては、前記硬化ライナー2が外層を構成
し、止水ライナー3が内層を構成している。As shown in FIG. 1, a branch pipe lining material 1 according to the present invention is obtained by impregnating a pipe lining layer (hereinafter referred to as a cured liner) 2 impregnated with a thermosetting resin and a water blocking agent. The water-stopping agent-impregnated layer (hereinafter referred to as a water-stopper liner) 3 is formed into a two-layer structure. In the non-inverted branch pipe lining material 1, the cured liner 2 constitutes an outer layer and the water blocking liner 3 constitutes an inner layer.
【0013】上記硬化ライナー2は、その外表面が気密
性の高いプラスチックフィルム4で被覆されたポリエス
テル、ナイロン、アクリル、ビニロン等の管状不織布に
不飽和ポリエステル、エポキシ樹脂等の熱硬化性樹脂を
含浸せしめて構成され、その一端は図示のように折り返
されて鍔2aを構成している。尚、鍔2aに含浸された
硬化性樹脂は予め硬化されており、従って、該鍔2aは
所定の形状(本管の内壁形状に沿う円弧曲面状)を保持
している。The cured liner 2 has a tubular nonwoven fabric such as polyester, nylon, acryl or vinylon whose outer surface is covered with a highly airtight plastic film 4 and is impregnated with a thermosetting resin such as unsaturated polyester or epoxy resin. The collar 2a is formed as much as possible, and one end thereof is folded back as shown to form the collar 2a. The curable resin with which the collar 2a is impregnated has been cured in advance, so that the collar 2a retains a predetermined shape (an arc curved surface shape along the inner wall shape of the main pipe).
【0014】一方、前記止水ライナー3は、前記と同様
の管状不織布に親水性ポリウレタン、アクリルアミド、
シリコン等の止水剤を含浸せしめて構成され、該止水ラ
イナー3と硬化ライナー2とは、これらの間に介在する
プラスチックフィルム5によって仕切られている(図2
参照)。尚、プラスチックフィルム4,5としては、ポ
リエチレン、塩化ビニル、ビニロン、ポリウレタン、ナ
イロン、ポリプロピレン、ポリエチレン−ナイロン共重
合体フィルム等が用いられる。On the other hand, the waterproof liner 3 is made of the same tubular non-woven fabric as described above with hydrophilic polyurethane, acrylamide,
It is constructed by impregnating a water blocking agent such as silicon, and the water blocking liner 3 and the cured liner 2 are separated by a plastic film 5 interposed therebetween (FIG. 2).
reference). As the plastic films 4 and 5, polyethylene, vinyl chloride, vinylon, polyurethane, nylon, polypropylene, polyethylene-nylon copolymer films and the like are used.
【0015】ここで、枝管ライニング材1の製造工程の
一部、つまり、止水ライナー3の硬化ライナー2へのセ
ット工程を図3(a)〜(c)に基づいて説明する。Here, a part of the manufacturing process of the branch pipe lining material 1, that is, the process of setting the water blocking liner 3 on the cured liner 2 will be described with reference to FIGS. 3 (a) to 3 (c).
【0016】熱硬化性樹脂を未だ含浸していない硬化ラ
イナー2を図3(a)に示すように鍔2aを上にして吊
り下げ、予め止水剤を含浸して成る止水ライナー3を硬
化ライナー2の鍔2aの上方へ立設する。尚、止水ライ
ナー3の内周面にはプラスチックフィルム5が予め被覆
されている。又、硬化ライナー2の外周部の鍔2aの下
方の部位には、引き剥しチューブ6の上端が仮接着され
ている。As shown in FIG. 3 (a), the cured liner 2 not yet impregnated with the thermosetting resin is suspended with the collar 2a facing upward, and the waterproof liner 3 impregnated with the waterproofing agent in advance is cured. The liner 2 is erected above the collar 2a. A plastic film 5 is previously coated on the inner peripheral surface of the water blocking liner 3. The upper end of the peeling tube 6 is temporarily adhered to the outer peripheral portion of the cured liner 2 below the brim 2a.
【0017】而して、図3(a)に示すように、立設さ
れた止水ライナー3内に熱硬化性樹脂7を注入し、硬化
ライナー2の管状不織布を真空ポンプ8によって真空引
きすると、硬化ライナー2の管状不織布に熱硬化性樹脂
7が含浸される。Then, as shown in FIG. 3A, when the thermosetting resin 7 is injected into the water blocking liner 3 provided upright, the tubular nonwoven fabric of the cured liner 2 is evacuated by the vacuum pump 8. The tubular nonwoven fabric of the cured liner 2 is impregnated with the thermosetting resin 7.
【0018】次に、図3(b)に示すように、止水ライ
ナー3の外側に反転押し込みチューブ9を通し、該反転
押し込みチューブ9と止水ライナー3の一部を図示のよ
うに折り返してこれらを硬化ライナー2内に押し込み、
その折り返し部分に注入ホース10から水を注入する。
すると、止水ライナー3は、水の圧力(自重)によって
反転押し込みチューブ9と共に硬化ライナー2内を反転
しながら下方へ挿入されていく。Next, as shown in FIG. 3 (b), the reverse push-in tube 9 is passed through the outer side of the water stop liner 3, and the reverse push-in tube 9 and a part of the water stop liner 3 are folded back as shown. Push these into the cured liner 2,
Water is injected into the folded portion from the injection hose 10.
Then, the waterproof liner 3 is inserted downward while reversing the inside of the hardening liner 2 together with the reversing push-in tube 9 by the pressure of water (self-weight).
【0019】そして、図3(c)に示すように止水ライ
ナー3と反転押し込みチューブ9の硬化ライナー2内へ
の反転挿入が終了すると、反転押し込みチューブ9を上
方へ引くと、該反転押し込みチューブ9は反転しながら
止水ライナー3から引き抜かれる。その後、硬化ライナ
ー2の鍔2a上には、止水剤を含浸したリング状の不織
布11が接着される。Then, as shown in FIG. 3 (c), when the reverse insertion of the water blocking liner 3 and the reverse pushing tube 9 into the hardened liner 2 is completed, the reverse pushing tube 9 is pulled upward, and the reverse pushing tube is pulled up. 9 is reversed and pulled out from the water blocking liner 3. Then, the ring-shaped nonwoven fabric 11 impregnated with the water blocking agent is adhered onto the brim 2a of the cured liner 2.
【0020】而して、枝管ライニング材1は、図1に示
すように、折り返された鍔2aの部分がノズル12のフ
ランジ部12a上にセットされ、残りの未反転部分はノ
ズル12から下方へ延出されて圧力バッグ13内に収納
される。Thus, in the branch pipe lining material 1, as shown in FIG. 1, the folded flange 2a is set on the flange 12a of the nozzle 12, and the remaining non-inverted portion is downward from the nozzle 12. And is stored in the pressure bag 13.
【0021】上記圧力バッグ13は、その一端が円筒上
の連結部材14の外周部に取り付けられ、不図示の他端
は閉塞され、該圧力バッグ13には不図示のコンプレッ
サーが接続されている。One end of the pressure bag 13 is attached to the outer periphery of the cylindrical connecting member 14, the other end (not shown) is closed, and a compressor (not shown) is connected to the pressure bag 13.
【0022】又、上記連結部材14の外周部には、前記
引き剥しチューブ6の開放端とガイドチューブ15の一
端が重ねて取り付けられており、ガイドチューブ15の
他端は前記ノズル12の円筒部12bの外周に取り付け
られている。The open end of the peeling tube 6 and one end of the guide tube 15 are attached to the outer peripheral portion of the connecting member 14 so as to overlap each other, and the other end of the guide tube 15 is a cylindrical portion of the nozzle 12. It is attached to the outer circumference of 12b.
【0023】更に、硬化ライナー2の鍔2a上には気密
性の高い前記と同様のプラスチックフィルム16がその
周囲を粘着剤によって接着されており、当該枝管ライニ
ング材1の反転が開始されるまでの間、止水ライナー3
と前記不織布11がプラスチックフィルム16によって
水から保護される。Further, a plastic film 16 having high airtightness similar to the above is adhered on the brim 2a of the hardened liner 2 by an adhesive, and until the branch pipe lining material 1 starts to be inverted. Water liner 3 between
The non-woven fabric 11 is protected from water by the plastic film 16.
【0024】次に、本発明に係る枝管ライニング材1を
用いた枝管ライニング工法を図4乃至図7に基づいて説
明する。尚、図4乃至図7は枝管ライニング工法をその
工程順に示す断面図である。Next, a branch pipe lining method using the branch pipe lining material 1 according to the present invention will be described with reference to FIGS. 4 to 7. 4 to 7 are sectional views showing the branch pipe lining method in the order of steps.
【0025】図4において、20は本管、21は本管2
0からの分岐する小径の枝管であって、本管20内には
ロボット22と図1に示すようにセットされた枝管ライ
ニング材1が導入されている。In FIG. 4, 20 is a main pipe and 21 is a main pipe 2.
A branch pipe with a small diameter that branches from 0, and a robot 22 and a branch pipe lining material 1 set as shown in FIG. 1 are introduced into the main pipe 20.
【0026】上記ロボット22は油圧で駆動されてその
ヘッド23が図4の矢印a方向に進退し、且つ、矢印b
方向に回転するものであって、該ヘッド23にはノズル
12が取り付けられている。又、ロボット22には牽引
ロープ24が結ばれており、その上部にはモニター用の
TVカメラ25及び照明用のライト26が取り付けられ
ている。The robot 22 is hydraulically driven so that its head 23 moves back and forth in the direction of arrow a in FIG.
The nozzle 12 is mounted on the head 23 and rotates in the direction. A tow rope 24 is connected to the robot 22, and a TV camera 25 for monitoring and a light 26 for illumination are attached to the upper part of the rope 22.
【0027】而して、牽引ロープ24を引っ張ることに
よってロボット22とこれに支持された枝管ライニング
1や圧力バッグ14等は本管20内を一体的に移動する
が、TVカメラ25によってモニタリングしながら、図
4に示すように、枝管ライニング材1の鍔2a部分を枝
管21の開口部に位置決めし、ロボット22のヘッド2
3を上動させて枝管ライニング材1の鍔2aを本管20
の内壁に押圧して密着させる。By pulling the tow rope 24, the robot 22 and the branch pipe lining 1, the pressure bag 14 and the like supported by the robot 22 move integrally within the main pipe 20, but are monitored by the TV camera 25. However, as shown in FIG. 4, the brim 2a portion of the branch pipe lining material 1 is positioned in the opening of the branch pipe 21, and the head 2 of the robot 22 is positioned.
3 is moved upward to move the collar 2a of the branch pipe lining material 1 into the main pipe 20.
Press the inner wall of the to make it adhere.
【0028】次に、不図示のコンプレッサーを駆動して
圧力バッグ14内に圧縮エアーを供給すると、枝管ライ
ニング材1は圧縮エアーの圧力を受けて反転しながら枝
管21内を本管20から地上側(上方)へ向かって挿入
されていくが、該枝管ライニング材1の反転が開始され
ると、その鍔2a部分を被っていた前記プラスチックフ
ィルム16が枝管ライニング材1の反転力によって引き
剥される。又、枝管ライニング材1の反転によって、そ
の止水ライナー3が外層を構成して枝管21の内壁に密
着されるため、枝管21の亀裂部分等から地下水の浸入
がある場合であっても、その地下水が止水ライナー3に
含浸された止水剤に触れると、この止水剤が反応して硬
化するため、地下水が硬化ライナー2まで達して該硬化
ライナー2に含浸された熱硬化性樹脂に接触することが
ない。そして、硬化ライナー2の鍔2aに取り付けられ
た不織布11にも止水剤が含浸されているため、該不織
布11による止水効果によって地下水の本管20内への
浸入が阻止される。Next, when a compressor (not shown) is driven to supply compressed air into the pressure bag 14, the branch pipe lining material 1 receives the pressure of the compressed air and inverts the branch pipe 21 from the main pipe 20 to the inside thereof. Although it is inserted toward the ground side (upward), when the inversion of the branch pipe lining material 1 is started, the plastic film 16 covering the brim 2a portion thereof is inverted by the inversion force of the branch pipe lining material 1. Torn off. Further, when the branch pipe lining material 1 is inverted, the water blocking liner 3 forms an outer layer and is brought into close contact with the inner wall of the branch pipe 21, so that there is a case where groundwater enters from a cracked portion of the branch pipe 21 or the like. Also, when the groundwater touches the water blocking agent impregnated in the water blocking liner 3, the water blocking agent reacts and hardens, so that the ground water reaches the hardening liner 2 and the thermal hardening impregnated in the hardening liner 2 is performed. Does not come into contact with the resin. Since the non-woven fabric 11 attached to the brim 2a of the hardened liner 2 is also impregnated with the water blocking agent, the water blocking effect of the non-woven fabric 11 prevents the infiltration of groundwater into the main pipe 20.
【0029】而して、枝管ライニング材1の枝管21内
への反転挿入が終了すると、図5に示すように、枝管ラ
イニング材1の上端にカップ27を取り付け、コンプレ
ッサー28を駆動して圧縮エアーをエアーホース29を
介して枝管ライニング材1内に供給する。すると、枝管
ライニング材1は圧縮エアーの圧力によって膨張して枝
管21の円周壁に押圧される。尚、カップ27には、圧
力計30及び安全弁31が取り付けられている。When the inversion insertion of the branch pipe lining material 1 into the branch pipe 21 is completed, the cup 27 is attached to the upper end of the branch pipe lining material 1 and the compressor 28 is driven as shown in FIG. To supply compressed air into the branch pipe lining material 1 via the air hose 29. Then, the branch pipe lining material 1 is expanded by the pressure of the compressed air and pressed against the circumferential wall of the branch pipe 21. A pressure gauge 30 and a safety valve 31 are attached to the cup 27.
【0030】次に、上記状態を保ったまま、枝管ライニ
ング材1内に導入された給湯ホース32から温水を枝管
ライニング材1内に供給し、且つ、排水ホース33から
温水を枝管ライニング材1外へ排出する作業を繰り返せ
ば、硬化ライナー2に含浸された熱硬化性樹脂が温水に
よって加温されて硬化し、枝管21は、硬化した枝管ラ
イニング材1によってその内周面がライニングされる。
このとき、枝管21に地下水の浸入があっても、前述の
止水ライナー3により止水効果によって地下水の熱硬化
性樹脂への接触が防がれるため、熱硬化性樹脂は確実に
硬化し、これに部分的な硬化不良が発生することがな
い。Next, while maintaining the above state, hot water is supplied from the hot water supply hose 32 introduced into the branch pipe lining material 1 into the branch pipe lining material 1, and hot water is supplied from the drainage hose 33 to the branch pipe lining. When the work of discharging the material 1 to the outside is repeated, the thermosetting resin impregnated in the curing liner 2 is heated and cured by warm water, and the branch pipe 21 has its inner peripheral surface covered by the cured branch pipe lining material 1. Lined.
At this time, even if groundwater enters the branch pipe 21, the water-blocking liner 3 prevents contact of the groundwater with the thermosetting resin due to the water-blocking effect, so that the thermosetting resin is reliably cured. However, there is no partial curing failure.
【0031】上述のように枝管21がライニングされる
と、枝管ライニング材1内の温水が抜かれ、図6に示す
ように、ロボット22が図示矢印c方向(図6の右方)
に引かれる。すると、ロボット22に支持されたノズル
12、ガイドチューブ15、圧力バッグ14等がロボッ
ト22と共に一体的に同方向へ移動し、枝管ライニング
材1に仮接着されていた引き剥しチューブ6は仮接着部
分から引き剥されてロボット22等と共に本管20内を
移動する。When the branch pipe 21 is lined as described above, the warm water in the branch pipe lining material 1 is drained, and the robot 22 moves in the direction of the arrow c in the drawing (on the right side of FIG. 6) as shown in FIG.
Be attracted to. Then, the nozzle 12, the guide tube 15, the pressure bag 14, etc. supported by the robot 22 move integrally in the same direction together with the robot 22, and the peeling tube 6 temporarily bonded to the branch pipe lining material 1 is temporarily bonded. It is peeled off from the portion and moves in the main pipe 20 together with the robot 22 and the like.
【0032】そして、上記ロボット22、ノズル12、
引き剥しチューブ6等を本管20から取り除くと、図7
に示すように、硬化した枝管ライニング材1だけが枝管
21内に残り、枝管21はこの枝管ライニング材1によ
ってライニングされて補修され、ここに一連の補修作業
が終了する。Then, the robot 22, nozzle 12,
When the tear-off tube 6 and the like are removed from the main tube 20, FIG.
As shown in FIG. 3, only the hardened branch pipe lining material 1 remains in the branch pipe 21, and the branch pipe 21 is lined and repaired by the branch pipe lining material 1, and a series of repair work is completed here.
【0033】以上のように、本発明に係る枝管ライニン
グ材1を浸入水のある枝管21の補修に適用すると、該
枝管ライニング材1の止水ライナー3によって浸入水の
浸入が阻止されると同時に、硬化ライナー2によって枝
管21のライニングが施されるため、作業能率の向上が
図られ、これによって工期が短縮される。As described above, when the branch pipe lining material 1 according to the present invention is applied to the repair of the branch pipe 21 with the infiltrated water, the water stop liner 3 of the branch pipe lining material 1 prevents the infiltration of the infiltrated water. At the same time, since the branch liner 21 is lined with the cured liner 2, the work efficiency is improved, which shortens the construction period.
【0034】[0034]
【発明の効果】以上の説明で明らかな如く、本発明によ
れば、枝管ライニング材を、一端に鍔を有し、硬化性樹
脂を含浸して成る管ライニング層と、止水剤を含浸して
成る止水剤含浸層とで2層構造としたため、浸入水のあ
る枝管に対してライニングと止水処理を同時に行なうこ
とができるという効果が得られる。As is apparent from the above description, according to the present invention, a branch pipe lining material is impregnated with a pipe lining layer having a collar at one end and impregnated with a curable resin, and a water blocking agent. Since it has a two-layer structure with the water-stopping agent-impregnated layer, the effect that the lining and the water-stopping treatment can be simultaneously performed on the branch pipe having infiltration water is obtained.
【図1】本発明に係る枝管ライニング材のセット状態を
示す断面図である。FIG. 1 is a cross-sectional view showing a set state of a branch pipe lining material according to the present invention.
【図2】図1のA−A線拡大断面図である。FIG. 2 is an enlarged cross-sectional view taken along the line AA of FIG.
【図3】(a)〜(c)は本発明に係る枝管ライニング
材の製造工程の一部を示す断面図である。3 (a) to 3 (c) are cross-sectional views showing a part of the manufacturing process of the branch pipe lining material according to the present invention.
【図4】本発明に係る枝管ライニング材を用いた枝管ラ
イニング工法をその工程順に示す断面図である。FIG. 4 is a cross-sectional view showing a branch pipe lining method using a branch pipe lining material according to the present invention in the order of steps thereof.
【図5】本発明に係る枝管ライニング材を用いた枝管ラ
イニング工法をその工程順に示す断面図である。FIG. 5 is a cross-sectional view showing a branch pipe lining method using a branch pipe lining material according to the present invention in the order of steps.
【図6】本発明に係る枝管ライニング材を用いた枝管ラ
イニング工法をその工程順に示す断面図である。FIG. 6 is a cross-sectional view showing a branch pipe lining method using the branch pipe lining material according to the present invention in the order of steps.
【図7】本発明に係る枝管ライニング材を用いた枝管ラ
イニング工法をその工程順に示す断面図である。FIG. 7 is a cross-sectional view showing a branch pipe lining method using the branch pipe lining material according to the present invention in the order of steps thereof.
1 枝管ライニング材 2 硬化ライナー(管ライニング層) 2a 鍔 3 止水ライナー(止水剤含浸層) 5 プラスチックフィルム 16 プラスチックフィルム 1 Branch pipe lining material 2 Cured liner (pipe lining layer) 2a Tsuba 3 Water blocking liner (water impregnating layer) 5 Plastic film 16 Plastic film
フロントページの続き (72)発明者 横島 康弘 茨城県結城郡石下町大字篠山175−3有限 会社 横島内 (72)発明者 遠藤 茂 茨城県岩井市大字富田1431番地株式会社ゲ ット内Front page continuation (72) Inventor Yasuhiro Yokoshima Yokoshimauchi Co., Ltd. 175-3 Shinoyama, Ishishita-cho, Yuki-gun, Ibaraki Prefecture (72) Inventor Shigeru Endo 1431 Tomita, Iwai-shi, Ibaraki Getta Inc.
Claims (3)
成る管ライニング層と、止水剤を含浸して成る止水剤含
浸層とで2層構造を構成して成ることを特徴とする枝管
ライニング材。1. A two-layer structure comprising a pipe lining layer having a collar at one end and impregnated with a curable resin, and a waterproof agent impregnated layer impregnated with a waterproof agent. A characteristic branch pipe lining material.
は外層を構成し、前記止水剤含浸層は内層を構成し、両
者はプラスチックフィルムにて仕切られていることを特
徴とする請求項1記載の枝管ライニング材。2. The pipe lining layer constitutes an outer layer and the water-stopping agent-impregnated layer constitutes an inner layer in a non-inverted state, and both are partitioned by a plastic film. Branch pipe lining material.
面は、外部からの水の浸入を防いで前記止水剤含浸層を
保護するためのプラスチックフィルムで被われているこ
とを特徴とする請求項1又は2記載の枝管ライニング
材。3. The surface of the brim is covered with a plastic film for preventing the intrusion of water from the outside and protecting the waterproofing agent impregnated layer until the inversion is started. The branch pipe lining material according to claim 1 or 2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5216419A JP2665493B2 (en) | 1993-08-31 | 1993-08-31 | Manufacturing method of branch pipe lining material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5216419A JP2665493B2 (en) | 1993-08-31 | 1993-08-31 | Manufacturing method of branch pipe lining material |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0768640A true JPH0768640A (en) | 1995-03-14 |
JP2665493B2 JP2665493B2 (en) | 1997-10-22 |
Family
ID=16688275
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5216419A Expired - Lifetime JP2665493B2 (en) | 1993-08-31 | 1993-08-31 | Manufacturing method of branch pipe lining material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2665493B2 (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01188326A (en) * | 1988-01-25 | 1989-07-27 | Toubu Kuriinaa Service:Kk | Preliner and repairing technique of pipe line |
JPH01232022A (en) * | 1988-03-14 | 1989-09-18 | Japan Steel & Tube Constr Co Ltd | Inner lining method for pipeline |
-
1993
- 1993-08-31 JP JP5216419A patent/JP2665493B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01188326A (en) * | 1988-01-25 | 1989-07-27 | Toubu Kuriinaa Service:Kk | Preliner and repairing technique of pipe line |
JPH01232022A (en) * | 1988-03-14 | 1989-09-18 | Japan Steel & Tube Constr Co Ltd | Inner lining method for pipeline |
Also Published As
Publication number | Publication date |
---|---|
JP2665493B2 (en) | 1997-10-22 |
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