JPH0567412B2 - - Google Patents
Info
- Publication number
- JPH0567412B2 JPH0567412B2 JP31503289A JP31503289A JPH0567412B2 JP H0567412 B2 JPH0567412 B2 JP H0567412B2 JP 31503289 A JP31503289 A JP 31503289A JP 31503289 A JP31503289 A JP 31503289A JP H0567412 B2 JPH0567412 B2 JP H0567412B2
- Authority
- JP
- Japan
- Prior art keywords
- tube
- lining
- hard
- pipe
- heating
- 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.)
- Expired - Lifetime
Links
- 238000000034 method Methods 0.000 claims description 11
- 238000010276 construction Methods 0.000 claims description 9
- 239000004033 plastic Substances 0.000 claims description 6
- 229920003023 plastic Polymers 0.000 claims description 6
- 238000003303 reheating Methods 0.000 claims description 5
- 238000010438 heat treatment Methods 0.000 description 16
- 238000007796 conventional method Methods 0.000 description 3
- 239000012530 fluid Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920000915 polyvinyl chloride Polymers 0.000 description 1
- 239000004800 polyvinyl chloride Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000012815 thermoplastic material Substances 0.000 description 1
Landscapes
- Lining Or Joining Of Plastics Or The Like (AREA)
Description
【発明の詳細な説明】
産業上の利用分野
本発明は管内面の硬質チユーブライニング工
法、詳しくはライニング形成後に経時的に生ずる
チユーブライニングの長さ方向の収縮傾向を防止
できるような硬質チユーブライニング工法に関す
る。[Detailed Description of the Invention] Industrial Application Field The present invention relates to a hard tube lining construction method for the inner surface of a pipe, and more specifically, a hard tube lining construction method that can prevent the shrinkage tendency of tube lining in the length direction that occurs over time after lining formation. Regarding.
従来技術とその問題点
従来管の内面ライニング工法として、管内に挿
入した硬質プラスチツクチユーブを、該チユーブ
内からの加熱加圧により管半径方向に膨脹し管内
面にライニングする、所謂硬質チユーブライニン
グ工法が提案され(例えば特開昭58−88281号公
報参照)、保形性にして高強度、高品質のチユー
ブライニングが得られるという点で注目されてい
る。Conventional technology and its problems As a conventional method for lining the inner surface of a pipe, there is a so-called hard tube lining method in which a hard plastic tube inserted into the pipe is heated and pressurized from within the tube to expand in the radial direction of the tube and line the inner surface of the pipe. It has been proposed (for example, see Japanese Patent Application Laid-open No. 88281/1983), and is attracting attention because it provides shape-retaining, high-strength, and high-quality tube lining.
ところがこのような硬質チユーブライニング工
法に於ては、得られたチユーブライニング内にど
うしても冷却収縮時の応力が残留し、この内部残
留応力により経時的に長さ方向に収縮傾向とな
り、収縮の度合は、施工条件やチユーブ材質など
により異なるが、一工事長が100mの場合で20〜
40cm程度の収縮傾向を残存保有することが経験的
に確認されている。 However, in such a hard tube lining construction method, stress from cooling shrinkage inevitably remains in the obtained tube lining, and this internal residual stress tends to shrink in the length direction over time, and the degree of shrinkage is , it varies depending on construction conditions and tube material, etc., but if the length of one work is 100m, it is 20~
It has been empirically confirmed that a shrinkage tendency of about 40 cm remains.
管内に形成された硬質チユーブライニングは、
通常管端のところで切断された後、端末リングの
適用により管に対し必要に応じ接着剤の適用下に
挟着固定されているが、チユーブライニングの経
時的収縮によりチユーブライニングの端が端末リ
ングより外れてしまうことがあり、地下水浸入に
対する防水膜としての機能面に不安があつた。こ
の問題はライニングチユーブの端を管に対ししつ
かりと固定することにより解決できるが、収縮傾
向に対抗するためには相当にに堅固な固定が必要
となり、いまだ適当な対策は確立されていない。
また仮に堅固な固定が可能であつたとしても、こ
れではライニングチユーブ内に収縮傾向がそのま
ま残るので、管工事に際し管を切断した時、チユ
ーブライニングの端が管端よりその内部に収縮凹
入してしまい、管切断部の端末処理に支障を来
す。更にはまた分岐管付設のためにそその管口の
チユーブライニングを開口した時、開口部分に応
力が集中し、亀裂などの発生原因となる。 The hard tube lining formed inside the tube is
Normally, after the tube is cut at the end, it is clamped and fixed to the tube by applying an end ring and applying adhesive as necessary. It sometimes came off, and there were concerns about its functionality as a waterproof membrane against groundwater infiltration. This problem can be solved by firmly fixing the end of the lining tube to the tube, but a fairly rigid fixation is required to counteract the shrinkage tendency, and no suitable solution has yet been established.
Furthermore, even if it were possible to securely fix the tube, this would leave the lining tube with a tendency to shrink, so when the tube is cut during pipework, the end of the tube lining will shrink and dent inside the tube. This will cause trouble in the end treatment of the tube cut section. Furthermore, when the tube lining of the pipe opening is opened to install a branch pipe, stress is concentrated at the opening, causing cracks and the like.
本発明はこのような従来の問題点を一掃するこ
とを目的としてなされたものである。 The present invention has been made with the aim of eliminating such conventional problems.
問題点を解決するための手段
本発明者等は上記従来の問題点を一掃するべく
鋭意研究を重ねた結果、管内に硬質チユーブライ
ニングを常法に従い形成した後に、該ライニング
を長さ方向に局部的に再加熱するときは、長さ方
向への経時的収縮傾向を消去し得ることを見出
し、茲に本発明を完成するに至つたものである。Means for Solving the Problems As a result of extensive research in order to eliminate the above-mentioned conventional problems, the present inventors formed a hard tube lining inside a pipe according to a conventional method, and then applied the lining locally in the length direction. The inventors discovered that the tendency of shrinkage over time in the longitudinal direction can be eliminated when reheating the material, thereby completing the present invention.
即ち本発明は、管内挿入の硬質プラスチツクチ
ユーブを、該チユーブ内から加熱加圧して管半径
方向に膨脹し管内面にライニングする硬質チユー
ブライニング工法に於て、硬質チユーブライニン
グの形成後に、該ライニングを長さ方向に局部的
に再加熱することにより内部残留応力を消去し、
チユーブライニング長さ方向の寸法の安定化を計
ることを特徴とする管内面の硬質チユーブライニ
ング工法に係る。 That is, in the hard tube lining method in which a hard plastic tube inserted into a pipe is heated and pressurized from inside the tube to expand in the tube radial direction and line the inner surface of the tube, the lining is removed after the hard tube lining is formed. Eliminate internal residual stress by locally reheating in the length direction,
This invention relates to a hard tube lining construction method for the inner surface of a tube, which is characterized by stabilizing the longitudinal dimension of the tube lining.
実施例
以下に本発明工法の一実施例を添附図面にもと
づき説明すると、次の通りである。Embodiment An embodiment of the construction method of the present invention will be described below based on the attached drawings.
第1図は本発明工法に於ける硬質プラスチツク
チユーブ1の管2内挿入工程の状況を、また第2
図は上記チユーブ1の加熱加圧工程の状況をそれ
ぞれ示し、これら各工程は常法に従い行なわれ、
加熱加圧工程に於ては、加熱加圧媒体として例え
ばスチームが用いられる。上記チユーブ1は熱可
塑性であり、例えばポリ塩化ビニルその他ポリエ
チレン、ポリプロピレン製のものが使用される。 Figure 1 shows the process of inserting the hard plastic tube 1 into the tube 2 in the construction method of the present invention, and the process of inserting the hard plastic tube 1 into the tube 2.
The figure shows the heating and pressurizing process of the tube 1, and each of these processes is carried out according to a conventional method.
In the heating and pressing step, steam, for example, is used as the heating and pressing medium. The tube 1 is made of thermoplastic material, such as polyvinyl chloride, polyethylene, or polypropylene.
加熱加圧膨脹工法の適用により管2内に形成さ
れた硬質チユーブライニング1′は、第2図に示
す状態で加圧下で空冷され固化された後、余端が
切断除去される。 The hard tube lining 1' formed in the tube 2 by applying the heat-pressure expansion method is air-cooled and solidified under pressure in the state shown in FIG. 2, and then the remaining end is cut off and removed.
第3図は、上述の如くして形成された硬質チユ
ーブライニング1′の局部的再加熱工程の状況を
示し、この工程に於ては、上記ライニング1′内
に、管軸方向に移動可能な加熱装置3が設置され
る。 FIG. 3 shows the state of the local reheating process of the hard tube lining 1' formed as described above. A heating device 3 is installed.
加熱装置3は中心軸4とその両端に固設された
1対の滑栓5,5′を具備し、滑栓5,5′間に
は、加熱用チヤンバー6が形成されている。チヤ
ンバー6内は、移動方向に対し後方側の滑栓5内
に形成された加熱流体(例えばスチーム)の通路
7及びこれに接続する導管8を介し、加熱流体の
供給源(図示せず)に連絡されている。 The heating device 3 includes a central shaft 4 and a pair of slide plugs 5, 5' fixed to both ends thereof, and a heating chamber 6 is formed between the slide plugs 5, 5'. The inside of the chamber 6 is connected to a heating fluid supply source (not shown) through a heating fluid (for example, steam) passage 7 formed in the stopcock 5 on the rear side with respect to the moving direction and a conduit 8 connected to the passage 7. have been contacted.
第3図に示す状態で、加熱装置3のチヤンバー
6内に加熱流体例えばスチームを供給し、チヤン
バー6内に臨んでいるチユーブライニングの局部
1′aを加熱し、加熱は局部2′aが厚み方向に均
一に軟化するまで継続し、均一軟化後に停止す
る。局部1′aの加熱を終えた後は、ロープ9の
牽引操作により、加熱装置3を適宜の距離、例え
ば管径の3〜30倍、好ましくは10〜20倍程度に相
当する距離だけ管内移動し、そこで再び局部加熱
を行ない、以下このような局部加熱を管全長に亘
り繰返し行なうことにより、長さ方向の経時的収
縮原因となるストレスを、チユーブライニング
1′内より殆んど完全に消去できる。ストレスを
解消できる理由は、軟化により抗張力を低下した
局部1′aが、その両側に連成している部分内の
ストレスの影響を受けて矢符10及び11の方向
に僅かに伸長し、この伸長がストレス解消に寄与
しているものと推定される。 In the state shown in FIG. 3, a heating fluid such as steam is supplied into the chamber 6 of the heating device 3 to heat the local part 1'a of the tube lining facing into the chamber 6. Continue until uniform softening occurs in the direction, and stop after uniform softening. After heating the local area 1'a, the heating device 3 is moved within the pipe by an appropriate distance, for example, a distance equivalent to 3 to 30 times, preferably 10 to 20 times, the pipe diameter by pulling the rope 9. Then, local heating is performed again, and by repeating such local heating over the entire length of the tube, the stress that causes longitudinal shrinkage over time is almost completely eliminated from within the tube lining 1'. can. The reason why the stress can be relieved is that the local part 1'a, whose tensile strength has decreased due to softening, is slightly elongated in the directions of arrows 10 and 11 under the influence of the stress in the parts connected on both sides. It is presumed that elongation contributes to stress relief.
本発明に於ては、第4図に概略的に示されてい
るように、ライニング1′の一部に膨脹不足部
1′bが生じている場合は、この膨脹不足部1′b
の部分を、加熱装置3を適用して加熱加圧するこ
とにより、修復できる。 In the present invention, as schematically shown in FIG.
The portion can be repaired by applying heat and pressure using the heating device 3.
効 果
本発明工法によれば、加熱加圧膨脹工法の適用
により硬質チユーブライニングを形成した後に、
該ライニングに局部的再加熱を施すことにより、
長さ方向への経時的収縮の原因となる内部ストレ
スを消去でき、経時的収縮にまつわる問題点の全
てを一掃できる。Effects According to the method of the present invention, after forming the hard tube lining by applying the heat and pressure expansion method,
By locally reheating the lining,
The internal stress that causes longitudinal shrinkage over time can be eliminated, eliminating all problems associated with shrinkage over time.
第1図乃至第3図は、本発明工法の一実施状況
を工程順に示す概略説明図、第4図は膨脹不足部
の修復状況を示す概略説明図である。
図に於て、1は硬質プラスチツクチユーブ、2
は管、3は加熱装置である。
FIGS. 1 to 3 are schematic explanatory diagrams showing the implementation status of one of the construction methods of the present invention in the order of steps, and FIG. 4 is a schematic explanatory diagram showing the status of repair of an insufficiently expanded portion. In the figure, 1 is a hard plastic tube, 2
is a tube, and 3 is a heating device.
Claims (1)
チユーブ内から加熱加圧して管半径方向に膨脹し
管内面にライニングする硬質チユーブライニング
工法に於て、硬質チユーブライニングの形成後
に、該ライニングを長さ方向に局部的に再加熱す
ることにより内部残留応力を消去し、チユーブラ
イニング長さ方向の寸法の安定化を計ることを特
徴とする管内面の硬質チユーブライニング工法。1. In the hard tube lining method, in which a hard plastic tube inserted into a pipe is heated and pressurized from within the tube to expand in the tube radial direction and line the inner surface of the tube, after the hard tube lining is formed, the lining is A hard tube lining construction method for the inner surface of a tube that eliminates internal residual stress by locally reheating and stabilizes the lengthwise dimensions of the tube lining.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31503289A JPH03175018A (en) | 1989-12-04 | 1989-12-04 | Method for forming hard tubular lining over internal surface of tube |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31503289A JPH03175018A (en) | 1989-12-04 | 1989-12-04 | Method for forming hard tubular lining over internal surface of tube |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03175018A JPH03175018A (en) | 1991-07-30 |
| JPH0567412B2 true JPH0567412B2 (en) | 1993-09-24 |
Family
ID=18060606
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31503289A Granted JPH03175018A (en) | 1989-12-04 | 1989-12-04 | Method for forming hard tubular lining over internal surface of tube |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03175018A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP3265291B1 (en) | 2015-03-06 | 2020-09-30 | Climate Recovery Ind AB | Method and apparatus for introducing a foil into an elongated duct and apparatus and method for laminating a foil to a duct |
| CN106113875A (en) * | 2016-06-30 | 2016-11-16 | 苏州市永通不锈钢有限公司 | Film device on a kind of steel pipe inner wall |
-
1989
- 1989-12-04 JP JP31503289A patent/JPH03175018A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03175018A (en) | 1991-07-30 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19940315 |