JPH09229233A - Lining method for inner wall of pipe - Google Patents
Lining method for inner wall of pipeInfo
- Publication number
- JPH09229233A JPH09229233A JP8038392A JP3839296A JPH09229233A JP H09229233 A JPH09229233 A JP H09229233A JP 8038392 A JP8038392 A JP 8038392A JP 3839296 A JP3839296 A JP 3839296A JP H09229233 A JPH09229233 A JP H09229233A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- pigs
- viscous resin
- tow line
- resin paint
- 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.)
- Withdrawn
Links
- 238000000034 method Methods 0.000 title claims description 34
- 229920005989 resin Polymers 0.000 claims abstract description 41
- 239000011347 resin Substances 0.000 claims abstract description 41
- 239000003973 paint Substances 0.000 claims abstract description 35
- 241000282887 Suidae Species 0.000 claims abstract description 30
- 239000011248 coating agent Substances 0.000 claims description 21
- 238000000576 coating method Methods 0.000 claims description 21
- 239000000463 material Substances 0.000 claims description 15
- 230000008439 repair process Effects 0.000 abstract description 11
- 101100129922 Caenorhabditis elegans pig-1 gene Proteins 0.000 abstract description 4
- 101100520057 Drosophila melanogaster Pig1 gene Proteins 0.000 abstract description 4
- 239000004840 adhesive resin Substances 0.000 abstract 1
- 229920006223 adhesive resin Polymers 0.000 abstract 1
- 238000005452 bending Methods 0.000 abstract 1
- 230000007547 defect Effects 0.000 description 10
- 238000010276 construction Methods 0.000 description 5
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- 239000010865 sewage Substances 0.000 description 4
- 238000011144 upstream manufacturing Methods 0.000 description 4
- 238000002360 preparation method Methods 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000001723 curing Methods 0.000 description 2
- 230000002950 deficient Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 239000000701 coagulant Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000002788 crimping Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000010840 domestic wastewater Substances 0.000 description 1
- 239000003657 drainage water Substances 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- 238000013007 heat curing Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 229920001187 thermosetting polymer Polymers 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Pipe Accessories (AREA)
- Application Of Or Painting With Fluid Materials (AREA)
- Coating Apparatus (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、地下埋設管などに
発生した欠陥を地上から掘削するなどの大掛かりな工事
を行うことなく補修する方法に関し、特に欠陥を生じた
管の内壁に樹脂塗料等を塗布することにより管を修理す
る、管内壁のライニング方法の改良に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for repairing a defect generated in an underground buried pipe or the like without carrying out a large-scale work such as excavation from the ground, and particularly to a resin coating or the like on the inner wall of the defective pipe. The present invention relates to an improvement in a method for lining an inner wall of a pipe, which repairs the pipe by applying
【0002】[0002]
【従来の技術】下水管などの地下埋設管は、土圧が不均
等に掛かるなどのためにクラックが入り易く、時には折
損などを起こすことがある。また、地下埋設管の材質に
よっては、内部を流れる排水によって腐食が進み、漏水
などを引き起こすこともある。このような地下埋設管に
生じた欠陥を修理するには、地上より掘り返して破損箇
所を補修したのち再び埋め戻す方法が、従来から行われ
ていた。しかし、この方法は工数が多くて費用も嵩むた
め、地盤を掘り返すことなく管の内部から補修を加える
方法として、管内から欠陥部を介して凝固性薬剤などを
地盤内に注入する方法、熱硬化性の合成樹脂管を管内に
導入して内面に圧着させ、次いで加熱硬化させて樹脂ラ
イニングを形成する方法、或いは合成樹脂塗料などのラ
イニング材料を管の内面に塗布して硬化させることによ
り、樹脂ライニングを形成する方法など、種々の工法が
提案されている。2. Description of the Related Art Underground buried pipes such as sewer pipes are prone to cracks due to uneven soil pressure, and are sometimes broken. In addition, depending on the material of the underground buried pipe, the drainage flowing inside may cause corrosion and cause water leakage. In order to repair such a defect in the underground buried pipe, a method of digging from the ground to repair the damaged portion and then backfilling it has been conventionally performed. However, this method requires a lot of man-hours and costs, so as a method of repairing from inside the pipe without digging the ground, a method of injecting a coagulant agent into the ground from the inside of the pipe through the defective part, thermosetting Of a flexible synthetic resin tube into the tube and crimping it to the inner surface, followed by heat curing to form a resin lining, or by applying a lining material such as synthetic resin paint to the inner surface of the tube and curing it Various construction methods such as a method of forming a lining have been proposed.
【0003】ところで補修対象の管が、例えば下水本管
などの大径の管である場合には、大型の補修用装置や長
尺の材料などを導入することが容易であるため、欠陥の
状況に応じて適宜の補修工法を選択することができる。
しかし、本管から分岐する小径の管などでは、機器導入
のための空間を確保することが容易でない場合が多いた
め、土砂を掘り返すことなく腐食などの管の欠陥を補修
するには、経済性の面も考慮すると、ピグを用いて管内
壁をライニングする工法の他に適当な方法は無かった。If the pipe to be repaired is a large-diameter pipe such as a sewer main pipe, it is easy to introduce a large-scale repair device or a long material. An appropriate repairing method can be selected depending on the situation.
However, it is often difficult to secure a space for introducing equipment for small-diameter pipes that branch from the main pipe, so it is economical to repair pipe defects such as corrosion without digging up the earth and sand. Considering the above aspect, there was no suitable method other than the method of lining the inner wall of the pipe with a pig.
【0004】かかるピグライニング工法は、補修対象の
管の一方端にピグ射出装置を取付けて、これに加圧空気
を供給できるようにし、管の内径より僅かに小さい外径
を有する可圧縮性の先行ピグと、ライニング用樹脂塗料
と、ライニング用ピグとを順に射出装置内に装填し、加
圧空気により塗料とピグとを管内に射出して管内壁面に
均一にライニング用塗料を塗布したのち、管の他方端か
ら飛び出したピグを回収するという方法である。しかし
このようなピグライニング工法は、管の屈曲部の陰とな
る部分などにライニング用塗料の塗布されない部分が残
り易い欠点があるため、更に逆方向からピグを走らせて
2重に塗布を行うなどして、確実にライニング用塗料を
塗布するようにしていた。In such a piglining method, a pig injection device is attached to one end of a pipe to be repaired so that pressurized air can be supplied to the pipe, and a compressible material having an outer diameter slightly smaller than the inner diameter of the pipe is used. The preceding pig, the resin coating for lining, and the lining pig are sequentially loaded into the injection device, and the coating and the pig are injected into the pipe by pressurized air to apply the lining coating evenly on the pipe inner wall surface. It is a method of collecting the pig that jumps out from the other end of the pipe. However, such a piglining method has a drawback that a portion of the pipe which is not covered with the coating material for the lining is likely to remain in the shaded portion of the bent portion of the pipe. Therefore, the pig is further run from the opposite direction to perform double coating. Then, the coating material for the lining was surely applied.
【0005】[0005]
【発明が解決しようとする課題】しかし従来のピグライ
ニング工法は、ライニング施工区間の少なくとも一方端
には空気圧縮機などを据えつける必要があり、それぞれ
施工区間の両方端部分に作業用の空間が確保できる場合
でないと、この方法を利用することができない。更に、
施工対象の管の途中に空気漏れを起こすような欠陥があ
ると、ピグの推進が停止して詰まってしまう欠点があ
る。そしてまた、ライニング区間の端部にピグの射出装
置などを取り付けるなどの準備作業に時間がかかり、施
工能率を高めることができないという問題もある。However, in the conventional piglining method, it is necessary to install an air compressor or the like on at least one end of the lining construction section, and there is a working space at both ends of each construction section. This method cannot be used unless it can be secured. Furthermore,
If there is a defect that causes air leakage in the middle of the pipe to be constructed, there is a drawback that the promotion of the pig stops and it becomes clogged. Further, there is also a problem that it takes time to perform a preparatory work such as mounting a pig injection device or the like on the end of the lining section, and it is not possible to improve the construction efficiency.
【0006】しかも、各家庭で発生する下水などを本管
に落とすための取付管などでは、従来のピグライニング
工法を応用しようとすると、取付管の本管側端部にピグ
射出装置を導入し装着する作業は不可能であり、更に本
管内に落ち込んだピグを取付管に戻すこともできない。
従って、ピグを往復させてライニング用塗料の二重塗布
による欠陥のないライニングを得ることも不可能であっ
た。[0006] In addition, when the conventional piglining method is applied to a mounting pipe for dropping sewage or the like generated in each household to the main pipe, a pig injection device is installed at the end of the mounting pipe on the main pipe side. It is not possible to mount it, and the pig that has fallen into the main pipe cannot be returned to the mounting pipe.
Therefore, it was also impossible to reciprocate the pig to obtain a lining free from defects by double coating of the lining paint.
【0007】そこで本発明は、上記のような従来のピグ
ライニング工法の欠点を解消して、作業用空間が狭いな
どの制約があっても容易に施工でき、管の途中に屈曲部
や空気漏れなどがあっても、ピグを使用して完全なライ
ニングの仕上がりが期待できる、作業能率の高い管内壁
のライニング方法を提供することを目的とした。Therefore, the present invention eliminates the above-mentioned drawbacks of the conventional piglining method and can be easily installed even if there is a restriction such as a small working space, and a bent portion or an air leak may occur in the middle of the pipe. Even if there is such a problem, the object was to provide a pipe inner wall lining method with high work efficiency, in which a complete lining finish can be expected using a pig.
【0008】[0008]
【課題を解決するための手段】上記の本発明の目的は、
補修対象の管に牽引索を通線する工程と、1組のピグを
軸心の通孔により遊動可能に順次貫装し、且つ該1組の
ピグよりも前及び後位置に該通孔を閉塞し得る1組の係
止板を脱落不能に設けてあるピグ装置の前部に、前記牽
引索を結合する工程と、該1組のピグの中間にライニン
グ用粘性樹脂塗料を保持させる工程と、前記牽引索を牽
引して該ピグ装置を管に沿って移動させることにより管
内壁面に該粘性樹脂塗料を塗布する工程と、該粘性樹脂
塗料を硬化させる工程とを含むことを特徴とする、管内
壁のライニング方法によって達成される。SUMMARY OF THE INVENTION The object of the present invention is as follows.
The step of passing the tow line through the pipe to be repaired, one set of pigs are sequentially inserted through the through hole of the axial center so as to be movable, and the through holes are provided at the front and rear positions of the one set of pigs. A step of connecting the tow cable to a front portion of a pig device in which a pair of locking plates that can be closed are provided so as not to fall off, and a step of holding a viscous resin paint for lining in the middle of the pair of pigs. And a step of applying the viscous resin paint to the inner wall surface of the pipe by pulling the tow line and moving the pig device along the pipe, and a step of curing the viscous resin paint. This is achieved by the method of lining the inner wall of the tube.
【0009】また上記の工程に、前記ピグ装置の後部に
副牽引索を延長する工程を加え、更に前記管内壁面に粘
性樹脂塗料を塗布する工程の後に、前記副牽引索を牽引
して前記ピグ装置を管に沿って後退移動させることによ
り前記管内壁面に前記粘性樹脂塗料を重ねて塗布する工
程を加えることにより、一層完全で欠陥のない補修がで
きる。In addition to the steps described above, a step of extending a sub-traction line to the rear portion of the pig apparatus is added, and after the step of applying viscous resin paint to the inner wall surface of the pipe, the sub-traction line is pulled to pull the pig. A more complete and defect-free repair can be performed by adding a step of applying the viscous resin coating on the inner wall surface of the pipe by moving the device backward along the pipe.
【0010】[0010]
【発明の実施の形態】本発明の管内壁のライニング方法
を、排水管などの漏水修理工事などに応用するような場
合、図1に示すようなピグ装置Pを使用する。即ち、2
個のピグ1、1′は、修理対象の管Dの内径とほぼ等し
いか、又は少し小さい外径を有する略円柱状の可圧縮性
の合成樹脂成形体などからなるもので、好ましくはその
表面にゴム状のカバーなどが被着されており、その軸位
置にはそれぞれ貫通孔2、2′が設けられている。これ
らのピグ1、1′はピグ保持ワイヤ5に挿通してあり、
このピグ保持ワイヤ5の両端には、それぞれ牽引索Wに
結合できる牽引器3と係止板4、及び副牽引索W′に結
合できる牽引器3′と係止板4′が取り付けられてい
て、ピグ1、1′がピグ保持ワイヤ5から脱落せず、か
つ遊動可能であるように保持されている。そして貫通孔
2、2′には、ピグ保持ワイヤ5に沿って容易に遊動で
きるように、また貫通孔2、2′が摩耗によって拡大し
ないように、保護管などが挿着されていることが好まし
い。BEST MODE FOR CARRYING OUT THE INVENTION When the pipe inner wall lining method of the present invention is applied to a water leak repair work for drainage pipes, a pig apparatus P as shown in FIG. 1 is used. That is, 2
The individual pigs 1, 1 ′ are made of a substantially columnar compressible synthetic resin molded body having an outer diameter which is substantially equal to or slightly smaller than the inner diameter of the pipe D to be repaired, and its surface is preferable. A rubber-like cover or the like is attached to the shaft, and through holes 2 and 2'are provided at the axial positions thereof. These pigs 1, 1'are inserted through the pig holding wire 5,
At both ends of the pig holding wire 5, a tractor 3 and a locking plate 4 that can be connected to the tow line W, and a tractor 3'and a locking plate 4'that can be connected to the auxiliary tow line W'are attached. , The pigs 1, 1'are held so as not to fall off from the pig holding wire 5 and to be movable. A protective tube or the like may be inserted into the through holes 2 and 2 ′ so that they can be easily moved along the pig holding wire 5 and that the through holes 2 and 2 ′ do not expand due to wear. preferable.
【0011】かかるピグ保持ワイヤ5は独立の部材であ
ってもよいが、上述の牽引索W又は副牽引索W′の一部
で構成されていてもよく、この場合牽引索Wと副牽引索
W′とピグ保持ワイヤ5とが、一体の牽引索Wのそれぞ
れ一部であってもよい。ピグ保持ワイヤ5が牽引索Wの
一部であるときは、牽引器3と3′は牽引索Wに対して
長さ方向にずれを起こさないように、例えば締め付けな
どによって結合できるものであればよい。また、ピグ保
持ワイヤ5が牽引索W又は副牽引索W′と別部材である
ときは、牽引器3又は3′は牽引索W又は副牽引索W′
の端部と、その引張強度と同程度の強さで確実に結合で
きることが必要である。The pig-holding wire 5 may be an independent member, but may be formed of a part of the above-mentioned tow line W or sub-tow line W '. The W ′ and the pig holding wire 5 may be a part of each of the integral tow lines W. When the pig-holding wire 5 is a part of the tow rope W, the pullers 3 and 3 ′ can be connected to each other by tightening or the like so as not to cause a longitudinal displacement with respect to the tow rope W. Good. When the pig holding wire 5 is a separate member from the tow line W or the auxiliary tow line W ', the tractor 3 or 3'is the tow line W or the tow line W'.
It is necessary to be able to surely bond the end portion with the same strength as its tensile strength.
【0012】更に、ピグ保持ワイヤ5の両端に取り付け
られた係止板4、4′は、ピグ1、1′がピグ保持ワイ
ヤ5の両端から外れないように係止するためと、ピグ
1、1′に設けられた貫通孔2、2′とピグ保持ワイヤ
5との隙間を、粘性樹脂塗料Cが無駄に流出しないよう
に塞ぐためのもので、このような作用が期待できるので
あれば、ピグ保持ワイヤ5に沿って移動可能であっても
よく、必ずしもピグ保持ワイヤ5の端部に固定されてい
る必要はない。そして係止板4、4′間の距離は、管D
の内壁面に塗布するに充分な量の粘性樹脂塗料Cを保持
するに必要な空間を、2個のピグ1、1′の間に形成す
ることができる程度であればよい。Further, the locking plates 4, 4 ′ attached to both ends of the pig holding wire 5 are for locking the pigs 1, 1 ′ so as not to come off from both ends of the pig holding wire 5, and the pigs 1, 2. This is for closing the gap between the through holes 2 and 2'provided in 1'and the pig holding wire 5 so that the viscous resin coating material C does not unnecessarily flow out. If such an action can be expected, It may be movable along the pig holding wire 5, and need not necessarily be fixed to the end of the pig holding wire 5. The distance between the locking plates 4 and 4'is
It is sufficient that the space required to hold a sufficient amount of the viscous resin coating material C to be applied to the inner wall surface of 2 is formed between the two pigs 1 and 1 '.
【0013】本発明において、管内壁に塗布して破損部
を補修するための粘性樹脂塗料Cは、従来のピグライニ
ング工法で用いられている、エポキシ系などの公知のラ
イニング用樹脂塗料などを用いることができるが、ピグ
1、1′の間に充填された状態で保持でき、且つ管内壁
に塗布するに適した粘度を有しているものを、選択する
ことが重要である。In the present invention, as the viscous resin paint C applied to the inner wall of the pipe to repair the damaged portion, a known epoxy resin lining resin paint or the like used in the conventional piglining method is used. However, it is important to select one that can be held in a filled state between the pigs 1, 1'and has a viscosity suitable for application to the inner wall of the tube.
【0014】このようなピグ装置Pを用いて管内壁にラ
イニングを施すには、まず補修対象の管Dの内部を清掃
し、必要に応じて研削するなどして管内をピグが移動す
るのに支障がないように平坦化しておく。次いで管D内
に通線ワイヤを利用するなどして牽引索Wを通線する。
そして管の一方端から露出した牽引索Wに前記のような
ピグ装置前部の牽引器3を結合し、更に必要に応じてピ
グ装置後部の牽引器3′に副牽引索W′の一端を結合す
る。In order to apply the lining to the inner wall of the pipe by using such a pig apparatus P, first, the inside of the pipe D to be repaired is cleaned, and the pig is moved in the pipe by grinding as necessary. Flatten it so that it does not interfere. Then, the tow line W is passed through the pipe D, for example, by using a wire.
Then, the tractor 3 at the front of the pig device is connected to the tractor W exposed from one end of the pipe, and if necessary, one end of the auxiliary tractor W'is connected to the tractor 3'at the rear of the pig device. Join.
【0015】このように準備したのち、ピグ装置の1組
のピグの中間にライニング用粘性樹脂塗料Cを仕込み、
管の他方端から外部に露出している牽引索Wを引いてピ
グ装置を管Dに沿って移動させる。こうすると進行方向
に対して前方のピグ1は管の内壁との摩擦によって移動
に抵抗するが、後方のピグ1′が係止板4′に押されて
粘性樹脂塗料Cに圧を加える結果、外側に押し出された
粘性樹脂塗料Cは、ピグ1′によって管Dの内壁面に略
均一な厚さに塗布されることになる。After the preparation as described above, the viscous resin coating material C for lining is charged in the middle of a pair of pigs of the pig apparatus,
The tow line W exposed to the outside is pulled from the other end of the pipe to move the pig apparatus along the pipe D. In this way, the pig 1 in front of the traveling direction resists movement due to friction with the inner wall of the pipe, but the pig 1'in the rear is pushed by the locking plate 4'and pressure is applied to the viscous resin paint C. The viscous resin paint C extruded to the outside is applied to the inner wall surface of the pipe D by the pig 1'in a substantially uniform thickness.
【0016】こうして管Dの内面にライニングが施され
るが、これだけでは管の屈曲部分などに粘性樹脂塗料C
が行き渡らないことが起こり得る。そのような欠陥の発
生を防ぐために、管Dの他方端に到達したピグ装置P
を、副牽引索W′を引くことによって管D内を後退移動
させ、更に管内壁面に粘性樹脂塗料Cを重ねて塗布する
方法を取ることができる。こうして欠陥のない塗膜を形
成したのち塗膜を硬化させ、管内壁のライニングが完成
する。In this way, the lining is applied to the inner surface of the pipe D, but with this alone, the viscous resin paint C is applied to the bent portion of the pipe.
It can happen that is not widespread. In order to prevent the occurrence of such a defect, the pig apparatus P that has reached the other end of the pipe D
It is possible to adopt a method in which the sub tow line W'is pulled to move backward in the pipe D, and the viscous resin coating material C is applied over the inner wall surface of the pipe. In this way, after forming a coating film having no defects, the coating film is cured to complete the lining of the inner wall of the pipe.
【0017】また、家庭の排水を下水本管に流すための
取付管の修理を行う場合に、本発明の管内壁のライニン
グ方法を適用する手順を説明する。図2に示すような、
下水本管6に接続した取付管7に破損が発生した場合、
先ず修理すべき取付管7の上流の排水枡8に排水が流入
しないように、各流入管を塞いで排水を迂回させ、次い
で取付管7が接続されている下水本管6の上流側のマン
ホールなどに堰などを設けて、工事予定区域に下水が流
入しないように迂回させることにより、下水本管6内
に、必要に応じて修理作業監視用のテレビカメラや、工
具や資材などを搬入又は搬出するための橇、更には作業
ロボットなどを導入できるように準備する。A procedure for applying the pipe inner wall lining method of the present invention when repairing a mounting pipe for flowing domestic wastewater into the main sewer will be described. As shown in Figure 2,
If the mounting pipe 7 connected to the sewer main 6 is damaged,
First, each inflow pipe is blocked so that it does not flow into the drainage basin 8 upstream of the mounting pipe 7 to be repaired, so that the drainage water is bypassed, and then the manhole on the upstream side of the sewer main 6 to which the mounting pipe 7 is connected. By installing a weir etc. in such a place and diverting it so that sewage does not flow into the planned construction area, a TV camera for repair work monitoring, tools and materials etc. are carried into the sewer main 6 as necessary or Prepare a sled for carrying out, and also a work robot and so on.
【0018】次に、下水本管6の上流側直前のマンホー
ル6aと下流側直後のマンホール6bとの間に牽引索9
を通線し、例えばマンホール6a側に牽引索9の先端部
9aを固定し、牽引索9の後端部9bはマンホール6b
から引き出す。そして、下水本管6内に通した牽引索9
を引き出せるように、その後端部9bを地上に設けたウ
ィンチなどに結合しておく。そして、排水枡8から取付
管7の内部を経て通線ワイヤなどを挿入し、下水本管6
内に通っている牽引索9を引っ掛けて、牽引索9の中間
部を取付管7を経て排水枡8まで手繰り寄せる。そうす
ると、牽引索9の前半分がマンホール6aから下水本管
6の上流部分と取付管7内とを通って排水枡8に到り、
ここで折り返した牽引索9の後半分が再び取付管7内を
通り、下水本管6の下流部分とマンホール6bとを経て
ウィンチなどに達している状態になる。Next, a tow line 9 is provided between the manhole 6a immediately upstream of the sewer main 6 and the manhole 6b immediately downstream thereof.
The leading end portion 9a of the tow line 9 is fixed to the manhole 6a side, and the rear end portion 9b of the tow line 9 is connected to the manhole 6b.
Withdraw from Then, the tow line 9 passed through the sewer main 6
The rear end 9b is connected to a winch or the like provided on the ground so that the can be pulled out. Then, a wire is inserted from the drainage box 8 through the inside of the mounting pipe 7, and the sewer main 6
The tow line 9 passing through the inside is hooked, and the middle portion of the tow line 9 is pulled up to the drainage box 8 via the mounting pipe 7. Then, the front half of the tow line 9 reaches the drainage box 8 from the manhole 6a through the upstream portion of the sewer main 6 and the inside of the mounting pipe 7.
Here, the rear half of the tow line 9 folded back passes through the inside of the attachment pipe 7 again, reaches the winch or the like through the downstream portion of the sewer main 6 and the manhole 6b.
【0019】この状態となった後に、地上に設けたウィ
ンチなどに後端部を結合した副牽引索9′の先端部分に
設けたピグ装置P′の前部を、排水枡8から露出した牽
引索9の中間折り返し部と結合する。取付管7の内壁面
に粘性樹脂塗料を塗布することになる。かかるピグ装置
P′は、牽引索9と結合される牽引器3″が滑車などを
組み込んだものであって、牽引索9の折り返しとなる部
分を懸けることができる点が異なっているが、図1に示
すピグ装置Pと本質的に同様な構造を有しているもので
ある。After this state is reached, the front part of the pig apparatus P'provided at the tip of the auxiliary tow line 9'having the rear end coupled to the winch provided on the ground is exposed from the drainage box 8. It is connected to the intermediate folded portion of the rope 9. The viscous resin paint is applied to the inner wall surface of the mounting pipe 7. The pig apparatus P ′ is different from the pig apparatus P ′ in that the tractor 3 ″ coupled to the tow line 9 incorporates a pulley or the like, and the portion of the tow line 9 that is folded back can be hung. It has a structure essentially similar to that of the pig apparatus P shown in FIG.
【0020】次いで、牽引索の後端部9bをウィンチな
どで引くと、ピグ装置P′は副牽引索9′を引き込みな
がら牽引されて排水枡8から取付管7の中を進み、取付
管7の内壁面に粘性樹脂塗料Cを塗布しつつ下水本管6
に達する。そこで今度は牽引索9を外して、又は外さず
に緩めながら副牽引索9′を引いて、ピグ装置P′を排
水枡8まで後退させると同時に、粘性樹脂塗料Cを二重
に塗布する。その後、必要に応じて更に粘性樹脂塗料C
の塗布を繰り返し、取付管7の内壁面に欠陥なく塗布さ
れた粘性樹脂塗料Cを硬化させることにより、管内壁の
ライニングを完成させる。Then, when the rear end portion 9b of the tow line is pulled by a winch or the like, the pig apparatus P'is pulled while pulling in the auxiliary tow line 9'and advances from the drainage basin 8 through the inside of the mounting pipe 7 to the mounting pipe 7 '. Sewage main 6 while applying viscous resin paint C on the inner wall surface of the
Reach Therefore, this time, the tow cable 9 is removed, or the auxiliary tow cable 9'is pulled while loosening without removing the tow cable 9'to retract the pig apparatus P'to the drainage box 8 and simultaneously apply the viscous resin paint C twice. Then, if necessary, further viscous resin paint C
Is repeatedly applied to cure the viscous resin coating material C applied to the inner wall surface of the mounting pipe 7 without any defects, thereby completing the lining of the inner wall of the pipe.
【0021】[0021]
【発明の効果】本発明の管内壁のライニング方法によれ
ば、補修すべき管の両末端位置に簡単な設備を設けるだ
けで補修工事を進めることができる。そして、空気圧縮
装置を設置する空間が不足する場合や、空気漏れがあっ
て空気加圧が困難であるなどのためにピグライニング工
法が適用できない場合でも、何らの制約なくグライニン
グすることができ、準備作業が簡単であるので準備のた
めの時間を大幅に短縮することが可能である。そのう
え、ライニング用塗料の塗布速度を任意に設定できるう
え多重塗布が極めて容易であって、欠陥のないライニン
グを短時間に得ることができる。更に、従来のピグライ
ニング工法のように、補修部分以外の部位までライニン
グ用塗料によって汚染されるなどの欠点もなく、作業能
率が高いという利点がある。According to the pipe inner wall lining method of the present invention, repair work can be carried out simply by providing simple equipment at both ends of the pipe to be repaired. And, even if the space for installing the air compression device is insufficient, or if the piglining method cannot be applied due to air leakage that makes it difficult to pressurize the air, it is possible to perform graining without any restrictions. Since the preparation work is simple, it is possible to significantly reduce the preparation time. In addition, the coating speed of the coating material for lining can be set arbitrarily, and multiple coating is extremely easy, so that a lining without defects can be obtained in a short time. Further, unlike the conventional piglining method, there is no defect that the parts other than the repaired part are contaminated by the lining paint, and there is an advantage that the work efficiency is high.
【図1】本発明の管内壁のライニング方法に使用するピ
グ装置の構成を示す断面図である。FIG. 1 is a cross-sectional view showing a configuration of a pig device used in a pipe inner wall lining method of the present invention.
【図2】本発明の管内壁のライニング方法の施工状態を
説明する概念図である。FIG. 2 is a conceptual diagram for explaining a working state of the pipe inner wall lining method of the present invention.
P、P′ ピグ装置 W 牽引索 W′ 副牽引索 C 粘性樹脂塗料 D 管 1、1′ ピグ 2、2′ 貫通孔 3、3′ 牽引器 4、4′ 係止板 5 ピグ保持ワイヤ 6 下水本管 6a、6b マンホール 7 取付管 8 排水枡 9 牽引索 9a 先端部 9b 後端部 9′ 副牽引索 P, P'Pig device W Traction line W'Subtractor line C Viscous resin paint D Pipe 1, 1'Pig 2, 2'Through hole 3, 3'Tractor 4, 4'Locking plate 5 Pig holding wire 6 Sewage Main pipe 6a, 6b Manhole 7 Mounting pipe 8 Drainage basin 9 Traction line 9a Tip 9b Rear end 9'Sub-traction line
Claims (4)
と、1組のピグを軸心の通孔により遊動可能に順次貫装
し、且つ該1組のピグよりも前及び後位置に該通孔を閉
塞し得る1組の係止板を脱落不能に設けてあるピグ装置
の前部に、前記牽引索を結合する工程と、該1組のピグ
の中間にライニング用粘性樹脂塗料を保持させる工程
と、前記牽引索を牽引して該ピグ装置を管に沿って移動
させることにより管内壁面に該粘性樹脂塗料を塗布する
工程と、該粘性樹脂塗料を硬化させる工程とを含むこと
を特徴とする、管内壁のライニング方法。1. A step of passing a tow line through a pipe to be repaired, a set of pigs being sequentially movably inserted through a through hole of an axial center, and positions before and after the set of pigs. A step of connecting the tow cable to the front part of a pig device in which a set of locking plates capable of closing the through hole is provided so as not to fall off, and a viscous resin paint for lining in the middle of the set of pigs. And a step of applying the viscous resin paint to the inner wall surface of the pipe by pulling the tow line to move the pig device along the pipe, and a step of curing the viscous resin paint. A method for lining the inner wall of a pipe, characterized by:
と、1組のピグを軸心の通孔により遊動可能に順次貫装
し、且つ該1組のピグよりも前及び後位置に該通孔を閉
塞し得る1組の係止板を脱落不能に設けてあるピグ装置
の前部に、前記牽引索を結合する工程と、前記ピグ装置
の後部に副牽引索を延長する工程と、該1組のピグの中
間にライニング用粘性樹脂塗料を保持させる工程と、前
記牽引索を牽引して該ピグ装置を管に沿って移動させる
ことにより管内壁面に該粘性樹脂塗料を塗布する工程
と、前記副牽引索を牽引して前記ピグ装置を管に沿って
後退移動させることにより前記管内壁面に前記粘性樹脂
塗料を重ねて塗布する工程と、該粘性樹脂塗料を硬化さ
せる工程とを含むことを特徴とする、管内壁のライニン
グ方法。2. A step of passing a tow line through a pipe to be repaired, a set of pigs being sequentially movably penetrated by a through hole of an axial center, and positions before and after the set of pigs. A step of connecting the tow line to a front portion of a pig device in which a set of locking plates capable of closing the through hole is fixedly provided, and a step of extending a sub-tow line to the rear portion of the pig device. And a step of holding the viscous resin paint for lining in the middle of the pair of pigs, and applying the viscous resin paint to the inner wall surface of the pipe by pulling the tow line to move the pig device along the pipe. A step, a step of pulling the auxiliary tow line and moving the pig device backward along the pipe to apply the viscous resin paint on the inner wall surface of the pipe, and a step of curing the viscous resin paint. A method for lining an inner wall of a pipe, comprising:
通線する工程と、該本管に接続する取付管の外側開口か
ら挿入した引取索によって該牽引索の中間部を該取付管
の外側開口まで導出する工程と、1組のピグを軸心の通
孔により遊動可能に順次貫装し、且つ該1組のピグより
も前及び後位置に該通孔を閉塞し得る1組の係止板を脱
落不能に設けてあるピグ装置の前部に、前記牽引索の中
間部を結合する工程と、該1組のピグの中間にライニン
グ用粘性樹脂塗料を保持させる工程と、前記マンホール
の少なくも一方側から前記牽引索を牽引して該1組のピ
グを取付管に沿って移動させることにより取付管内壁面
に該粘性樹脂塗料を塗布する工程と、該粘性樹脂塗料を
硬化させる工程とを含むことを特徴とする、管内壁のラ
イニング方法。3. A step of passing a tow line to a main pipe between a pair of manholes, and a step of attaching the middle part of the tow line by a pulling line inserted from an outer opening of an attachment pipe connected to the main pipe. A step of leading out to the outer opening of the pipe, a set of pigs being sequentially movably inserted through axial through holes, and the through holes can be closed at positions before and after the one set of pigs. A step of connecting an intermediate portion of the tow line to a front portion of a pig device in which a pair of locking plates is provided so as not to fall off, and a step of holding a viscous resin paint for lining in the middle of the pair of pigs, Applying the viscous resin paint to the inner wall surface of the mounting pipe by pulling the tow line from at least one side of the manhole and moving the pair of pigs along the mounting pipe; and curing the viscous resin paint. And a step of causing the inner wall of the tube to be lined.
通線する工程と、該本管に接続する取付管の外側開口か
ら挿入した引取索によって該牽引索の中間部を該取付管
の外側開口まで導出する工程と、1組のピグを軸心の通
孔により遊動可能に順次貫装し、且つ該1組のピグより
も前及び後位置に該通孔を閉塞し得る1組の係止板を脱
落不能に設けてあるピグ装置の前部に、前記牽引索の中
間部を結合する工程と、前記ピグ装置の後部に副牽引索
を延長する工程と、該1組のピグの中間にライニング用
粘性樹脂塗料を保持させる工程と、前記マンホールの少
なくも一方側から前記牽引索を牽引して該1組のピグを
取付管に沿って移動させることにより取付管内壁面に該
粘性樹脂塗料を塗布する工程と、取付管の外側開口に留
置した副牽引索の他端を牽引して前記1組のピグを取付
管に沿って逆方向に移動させることにより取付管内壁面
に粘性樹脂塗料を重ねて塗布する工程と、該粘性樹脂塗
料を硬化させる工程とを含むことを特徴とする、管内壁
のライニング方法。4. A step of passing a tow line through a main pipe between a pair of manholes, and a step of attaching the middle part of the tow line by a pulling line inserted from an outer opening of an attachment pipe connected to the main pipe. A step of leading out to the outer opening of the pipe, a set of pigs being sequentially movably inserted through axial through holes, and the through holes can be closed at positions before and after the one set of pigs. A step of connecting the middle part of the tow line to the front part of the pig device in which a pair of locking plates are provided so as not to fall off, a step of extending the auxiliary tow line to the rear part of the pig device, and A step of holding a viscous resin paint for lining in the middle of the pig, and a step of pulling the tow line from at least one side of the manhole to move the pair of pigs along the attachment tube to the inner wall surface of the attachment tube. In addition to the process of applying the viscous resin paint and the auxiliary tow rope that is left in the outer opening of the mounting pipe, A step of pulling the end and moving the pair of pigs in the opposite direction along the mounting tube to apply the viscous resin coating material on the inner wall surface of the mounting tube, and a step of curing the viscous resin coating material. A method for lining the inner wall of a pipe, characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8038392A JPH09229233A (en) | 1996-02-26 | 1996-02-26 | Lining method for inner wall of pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8038392A JPH09229233A (en) | 1996-02-26 | 1996-02-26 | Lining method for inner wall of pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH09229233A true JPH09229233A (en) | 1997-09-05 |
Family
ID=12524020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8038392A Withdrawn JPH09229233A (en) | 1996-02-26 | 1996-02-26 | Lining method for inner wall of pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH09229233A (en) |
-
1996
- 1996-02-26 JP JP8038392A patent/JPH09229233A/en not_active Withdrawn
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20190242516A1 (en) | Pressure infusion lining system | |
| KR101359448B1 (en) | Entire repairing method for pipe lines with non-excavation | |
| CN108591614B (en) | Construction method for passing through multiple pipes in old gas pipeline | |
| US7270150B2 (en) | Method of lining a pipeline | |
| KR100946465B1 (en) | Pipeline Lining Robot | |
| KR101083115B1 (en) | An uncut rehabilitation repair method for large diameter water and sewage pipes by self-reversal insertion of thermosetting resin-impregnated tubes using an integrated flexible feeder. | |
| JPH09229233A (en) | Lining method for inner wall of pipe | |
| KR101172845B1 (en) | regenerating process of water supply and drainage conduit | |
| KR100963307B1 (en) | Traction device for repairing water supply and drainage conduit | |
| KR100320780B1 (en) | Process for rehabilitating sewerage pipe by molding | |
| JP2000074261A (en) | Repair method for laid pipe line | |
| KR100817852B1 (en) | Water and sewage construction vehicles and construction methods using them | |
| JP3845664B2 (en) | Backfill injection device and backfill injection method | |
| KR101388707B1 (en) | Non-digging sewerage mending apparatus and its manufacturing method | |
| JPH0280891A (en) | Pipe inner surface repairing device and repairing method using the device | |
| JP2781904B2 (en) | Repair tools for underground pipelines | |
| JP2534477B2 (en) | How to repair an existing buried pipe | |
| KR20220169777A (en) | Method and system reinforcing long-length superannuated pipe through pull and squash of tube | |
| JP2024151813A (en) | How to repair abandoned lateral pipes connected to sewer mains | |
| JPH01255415A (en) | Repair work for underground conduit line | |
| JP2781903B2 (en) | Underground pipeline repair method | |
| JPS6226831B2 (en) | ||
| JPH0260395B2 (en) | ||
| JP2000185350A (en) | Pipe lining method | |
| DE3125660A1 (en) | Process for lining main pipelines |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20030506 |