JPH02309082A - Pipeline regenerating method - Google Patents
Pipeline regenerating methodInfo
- Publication number
- JPH02309082A JPH02309082A JP12866289A JP12866289A JPH02309082A JP H02309082 A JPH02309082 A JP H02309082A JP 12866289 A JP12866289 A JP 12866289A JP 12866289 A JP12866289 A JP 12866289A JP H02309082 A JPH02309082 A JP H02309082A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- new
- diameter
- new pipe
- memory alloy
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims description 13
- 230000001172 regenerating effect Effects 0.000 title 1
- 229910001285 shape-memory alloy Inorganic materials 0.000 claims abstract description 25
- 238000010276 construction Methods 0.000 abstract description 19
- 238000003466 welding Methods 0.000 abstract description 11
- 230000002093 peripheral effect Effects 0.000 abstract 1
- 230000008929 regeneration Effects 0.000 abstract 1
- 238000011069 regeneration method Methods 0.000 abstract 1
- 238000007796 conventional method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 230000009466 transformation Effects 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 229910052804 chromium Inorganic materials 0.000 description 1
- 239000011651 chromium Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
Description
【発明の詳細な説明】
[a業上の4利用分野]
この発明は、老朽既設管路の更生工法に関し、特に既設
管路内に新管を挿入配置するバイブインバイブ工法(以
下PIF工法という)に関するものである。[Detailed Description of the Invention] [Four Fields of Application in A Business] This invention relates to a method for rehabilitating aging existing pipelines, and in particular to the Vibe-in-Vibe construction method (hereinafter referred to as PIF construction method) in which a new pipe is inserted and arranged in an existing pipeline. ).
[従来の技術]
老朽化した水輸送管等の既設管路を開削せずに更生する
工法として、新管を縮径して既設管路内に挿入し、挿入
後新管を拡径することにより既設管路内に新しい管路を
設ける縮径PIP工法がある。[Conventional technology] As a construction method for rehabilitating existing pipes such as aged water transport pipes without excavating them, a new pipe is reduced in diameter and inserted into the existing pipe, and after insertion, the diameter of the new pipe is expanded. Therefore, there is a diameter-reduced PIP method in which a new pipeline is installed within an existing pipeline.
従来の縮径PIP工法を第3図及び第4図を用いて説明
する。まず、従来のこの種の工法において、地中(地面
GL)に埋設された既設管路103内に挿入される新管
102は、第3図Aの断面図に示されるように管の長手
方向には溶接を行なわす管壁を所定量巻き込んた状態(
巻込管と称される)で固定金具106によって固定され
ている。このようにして縮径された新管102は第4図
に示されるように、ローラー103によって既設管路1
03内に挿入される。そして、既設管路103内の所定
の位誼に達したところで固定金具106が取り外されて
第3図Bの如くジヤツキ107によって拡径される。こ
の状態で長手力向の溶接(溶接部104B)が行なわれ
るとともに、先に挿入された新管102bと接続するた
めに円周方向の溶接(溶接部104a)が行なわれる。The conventional diameter reduction PIP construction method will be explained using FIGS. 3 and 4. First, in this type of conventional construction method, the new pipe 102 inserted into the existing pipe 103 buried underground (ground level GL) is inserted in the longitudinal direction of the pipe as shown in the cross-sectional view of FIG. 3A. The state in which the pipe wall to be welded is wrapped in a predetermined amount (
(referred to as a winding tube) and is fixed by a fixing fitting 106. As shown in FIG.
It is inserted into 03. Then, when a predetermined position within the existing conduit 103 is reached, the fixing fitting 106 is removed and the diameter is expanded by a jack 107 as shown in FIG. 3B. In this state, longitudinal welding (welding portion 104B) is performed, and circumferential welding (welding portion 104a) is performed to connect to the previously inserted new pipe 102b.
このようにして新管を順次接続していくことによって既
設管路内に新しい管路が設置される。By sequentially connecting new pipes in this way, a new pipe line is installed within the existing pipe line.
[発明が解決しようとする課B]
しかし、上記のような従来の縮径PIP工法においては
、既設管路を開削せずに既設管路とほぼ等しい口径の新
管路を設置することができるという利点があるものの、
新管を挿入した既設管路内で新管の長手方向継手及び周
方向継手のそれぞれについて調整と溶接を行なわなけれ
ばならず、長い施工時間を要する上、他の工法に比べて
経済性に劣るという問題があった。[Problem B to be solved by the invention] However, in the conventional diameter-reduced PIP method as described above, it is possible to install a new pipe with approximately the same diameter as the existing pipe without excavating the existing pipe. Although it has the advantage of
It is necessary to adjust and weld each longitudinal joint and circumferential joint of the new pipe within the existing pipeline into which the new pipe has been inserted, which requires a long construction time and is less economical than other construction methods. There was a problem.
この発明は、かかる点に鑑みてなされたものであり、従
来の縮径PIP工法を改良して工期の短縮と施工コスト
の低減を図ることのできる管路更生工法を提供すること
を目的とするものである。This invention has been made in view of these points, and aims to provide a pipe rehabilitation method that improves the conventional diameter-reduced PIP method and can shorten the construction period and reduce construction costs. It is something.
[課題を解決するための手段]
本発明の管路更生工法は、新管を縮径して既設管路内に
挿入し、その後挿入した新管を拡径することによって既
設管路内に新しい管路を設ける管路更生工法であって、
上記課題の達成のために、新管として、管壁の周方向の
一部が長手方向全長にわたって管壁の形状を記憶させた
形状記憶合金部材で構成された新管を用い、形状記憶合
金部材を内側に突出させることによって新管を縮径し、
既設管路内に縮径した新管を挿入した後、形状記憶合金
部品材を所定の温度に調節して記憶された基の形状に戻
すことによって新管を拡径することを特徴とする管路更
生工法である。[Means for Solving the Problems] The pipeline rehabilitation method of the present invention reduces the diameter of a new pipe and inserts it into the existing pipeline, and then expands the diameter of the inserted new pipe to install a new pipe into the existing pipeline. A pipeline rehabilitation method for installing a pipeline,
In order to achieve the above-mentioned problems, a new pipe is used, in which a part of the circumferential direction of the pipe wall is made of a shape memory alloy member that memorizes the shape of the pipe wall over the entire length in the longitudinal direction. The diameter of the new tube is reduced by protruding inward,
A pipe characterized in that after inserting a new pipe with a reduced diameter into an existing pipe, the diameter of the new pipe is expanded by adjusting the shape memory alloy component material to a predetermined temperature and returning it to the memorized original shape. This is a road rehabilitation method.
[作用]
本発明において用いられる新管は、管壁の周方向の一部
が長手方向全長にわたって管壁の形状を記憶させた形状
記憶合金部材で構成されており、既設管路内に挿入する
際には形状記憶合金部材を内側に突出させることにより
縮径される。そlノで、既設管路内の所定の位置まで挿
入したところで、形状記憶合金部材を変態温度以上の温
度に調節すると突出させた部分が基の形状に戻って新管
は縮径する前の口径どなる。この際、本発明における新
管は従来の巻込管とは違って元々筒状であるので拡径後
に長手方向の溶接を行なう必要はない。[Function] In the new pipe used in the present invention, a part of the circumferential wall of the pipe wall is made of a shape memory alloy member that memorizes the shape of the pipe wall over the entire longitudinal length, and the new pipe is inserted into the existing pipe line. In some cases, the diameter is reduced by protruding the shape memory alloy member inward. After inserting the shape memory alloy member into the predetermined position in the existing pipe, the temperature of the shape memory alloy member is adjusted to above the transformation temperature. Caliber roars. At this time, since the new tube of the present invention is originally cylindrical unlike the conventional winding tube, there is no need to perform longitudinal welding after diameter expansion.
また、本発明において、好ましく用いられる形状記憶合
金部材としては溶接可能なステンレス系や硬クロム系等
の形状記憶合金材がある。Further, in the present invention, shape memory alloy members preferably used include weldable shape memory alloy materials such as stainless steel and hard chromium.
[実施例] 第1図及び第2図を用いて本発明の詳細な説明する。[Example] The present invention will be explained in detail using FIGS. 1 and 2.
本実施例における新管(縮径された新管を2゜拡径され
た新管を28と表示する)は、第1図の断面図に示され
るように、管壁の周方向の一部が長手方向全長にわたっ
て溶接可能なステンレス系の形状記憶合金部材1 (図
中黒色部)で構成されており、形状記憶合金部材1には
縮径する前の形状(即ち第1図Bの黒色部の形状)が記
憶されている。As shown in the cross-sectional view of FIG. is made of a stainless steel shape memory alloy member 1 (black part in the figure) that can be welded over the entire length in the longitudinal direction, and the shape memory alloy member 1 has a shape before diameter reduction (i.e., the black part in Figure 1B). shape) is memorized.
既設管路3に挿入するに際して、新管2を第1図Aの如
く形状記憶合金部材1部分を必要量だけ管の内側に突出
させ(必ずしも形状記憶合金部材1部分全てを内側に突
出させる必要はない)、新管2を既設管路3内を穆動さ
せるに支障のない径dとした。When inserting the new pipe 2 into the existing pipe 3, as shown in Fig. 1A, 1 part of the shape memory alloy member is made to protrude inward by the required amount (it is not necessary to make all 1 part of the shape memory alloy member protrude inward). ), the diameter d was set so that the new pipe 2 would not pose any problem in moving inside the existing pipe 3.
そして、縮径した新管2(管長4m)を第2図に示され
る如くローラー5に載置して地中(地面GL)に埋設さ
れた既設管路3内に挿入し、所定の位置に達したところ
でローラー5を外して新管管壁の内側に突出させた部分
(形状記憶合金部材1部分)を約200℃にガスバーナ
ーで加熱した。Then, the reduced diameter new pipe 2 (pipe length 4 m) is placed on rollers 5 as shown in Fig. 2, inserted into the existing pipe line 3 buried underground (ground GL), and placed in a predetermined position. When this was reached, the rollers 5 were removed, and the portion (shape memory alloy member 1 portion) that protruded inside the new tube wall was heated to about 200° C. with a gas burner.
これにより、形状記憶合金部材1は第1図Bの如く折り
曲げられる前の形状に戻り、新管2aは既設管路3の内
径より僅かに小さい口径D(=lO00111[Q)に
拡径された。As a result, the shape memory alloy member 1 returned to the shape before being bent as shown in FIG. .
しかる後、拡径された新管2aを既に既設管路3内に配
置されている新管2bと当接させ円周方向の溶接(l接
部4)を行なった。このようにして新管を順次接続(溶
接以外の方法でも良い)していくことによって既設管路
内3に新しい管路を設置し管路の更生を行なった。Thereafter, the new pipe 2a with its enlarged diameter was brought into contact with the new pipe 2b already placed in the existing pipe line 3, and welding in the circumferential direction (l contact portion 4) was performed. By sequentially connecting new pipes in this way (methods other than welding may also be used), a new pipe line was installed within the existing pipe line 3 and the pipe line was rehabilitated.
ここで、本発明による工法と従来の巻き込み管を用、い
る工法について溶接長を比較する。上記の実施例と同寸
法(拡径後の寸法:口径1000mm、管長4m)の新
管を用いたとして、従来法では溶接長は3.14m +
4m= 7.14mとなるが、本発明の工法によれば
溶接を行なうのは円周方向の3.14mで済む。このよ
うに、本発明の工法では新管の溶接に要する工数と費用
が大幅に削減されることになり、管路が長くなる桟木発
明工法が有利になる。Here, weld lengths will be compared between the method according to the present invention and the conventional method using a convoluted tube. Assuming that a new pipe with the same dimensions as in the above example (dimensions after diameter expansion: diameter 1000 mm, pipe length 4 m) is used, the welding length in the conventional method is 3.14 m +
4m = 7.14m, but according to the construction method of the present invention, only 3.14m in the circumferential direction is welded. As described above, the construction method of the present invention significantly reduces the man-hours and costs required for welding new pipes, and the crosspiece invention construction method, which allows for longer pipes, is advantageous.
なお、以上の実施例では管路が円筒形状である場合を説
明したが、管の断面形状は矩形や楕円形でも良く、本発
明の工法は管の断面形状にかかわらず適応できるもので
ある。また、上記の実施例では複数の新管を既設管路に
挿入してこわらを接続して新しい管路を形成したが、既
設管路が短い場合や新管の挿入が容易である場合は単一
の新管によって新17い管路が形成されることは言うま
でもない。In the above embodiments, the pipe has a cylindrical shape, but the cross-sectional shape of the pipe may be rectangular or elliptical, and the construction method of the present invention can be applied regardless of the cross-sectional shape of the pipe. In addition, in the above example, a new pipe was formed by inserting multiple new pipes into the existing pipe and connecting the stiffeners, but if the existing pipe is short or it is easy to insert new pipes, it is possible to It goes without saying that 17 new pipes will be formed by one new pipe.
[発明の効果コ
以上のように、本発明においては周方向の一部が長手方
向全長にわたって形状記憶合金部材で構成された新管を
用いて、形状記憶合金部材を内側に突出させることによ
り新管を縮径し、形状記憶合金部材を変態温度以上の温
度に調節することによりて新管を拡径しているので、従
来の巻込管を用いる工法に比べて既設管路内での新管の
拡径作業が容易である。また、新管の長手方向の溶接を
行なう必要がないため、溶接に要する工数と費用を大幅
に削減することができる。[Effects of the Invention] As described above, the present invention uses a new pipe in which a part of the circumferential direction is made of a shape memory alloy member over the entire length in the longitudinal direction, and the shape memory alloy member is made to protrude inward. The diameter of the new pipe is expanded by reducing the diameter of the pipe and adjusting the temperature of the shape memory alloy member to a temperature above the transformation temperature. It is easy to expand the diameter of the pipe. Furthermore, since there is no need to weld the new pipe in the longitudinal direction, the man-hours and costs required for welding can be significantly reduced.
即ち、本発明の工法は、短い工期で効率良く管路の更生
ができ、かつ経済性にも優れているという優れた効果を
有するものである。That is, the construction method of the present invention has the excellent effects of being able to efficiently rehabilitate pipelines in a short construction period and being economically efficient.
第1図A、Bはそれぞれ本発明実施例で用いた新管の縮
径された状態及び拡径された状態を示す断面図、第2図
は本発明実施例の工法を説明するだめの断面図、第3図
A、Bはそれぞれ従来工法における新管の縮径された状
態及び拡径された状態を示す断面図、第4図は従来工法
を説明するための断面図である。
[主要部分の符号の説明コ
ト・・形状記憶合金部材
2・・・縮径された新管
2a・・・拡径された新管
3・・・既設管路
4・・・溶接部
5・・・ロールFigures 1A and B are cross-sectional views showing a reduced diameter state and an expanded diameter state of the new pipe used in the embodiment of the present invention, respectively, and Figure 2 is a cross-sectional view illustrating the construction method of the embodiment of the present invention. Figures 3A and 3B are sectional views showing a reduced diameter state and an enlarged diameter state of the new pipe in the conventional construction method, respectively, and FIG. 4 is a sectional view for explaining the conventional construction method. [Explanation of symbols of main parts...Shape memory alloy member 2...New pipe with reduced diameter 2a...New pipe with enlarged diameter 3...Existing pipe line 4...Welded part 5... ·roll
Claims (1)
管を拡径することによって既設管路内に新しい管路を設
ける管路更生工法において、前記新管として、管壁の周
方向の一部が長手方向全長にわたって管壁の形状を記憶
させた形状記憶合金部材で構成された新管を用い、形状
記憶合金部材を内側に突出させることによって新管を縮
径し、前記既設管路内に縮径した新管を挿入した後、前
記形状記憶合金部材を所定の温度に調節して記憶された
元の形状に戻すことによって前記新管を拡径することを
特徴とする管路更生工法。In a pipeline rehabilitation method in which a new pipe is created within an existing pipe by reducing the diameter of the new pipe and inserting it into the existing pipe, and then expanding the diameter of the inserted new pipe, the new pipe is Using a new tube made of a shape memory alloy member in which a part of the circumferential direction memorizes the shape of the tube wall over the entire length in the longitudinal direction, the diameter of the new tube is reduced by making the shape memory alloy member protrude inward. After inserting a new pipe with a reduced diameter into an existing pipe line, the new pipe is expanded in diameter by adjusting the shape memory alloy member to a predetermined temperature and returning it to the memorized original shape. Pipe rehabilitation method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12866289A JPH02309082A (en) | 1989-05-24 | 1989-05-24 | Pipeline regenerating method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12866289A JPH02309082A (en) | 1989-05-24 | 1989-05-24 | Pipeline regenerating method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02309082A true JPH02309082A (en) | 1990-12-25 |
Family
ID=14990345
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12866289A Pending JPH02309082A (en) | 1989-05-24 | 1989-05-24 | Pipeline regenerating method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02309082A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100807538B1 (en) * | 2007-02-16 | 2008-02-29 | 대한기업주식회사 | The revival method which union lays the new waterworks steel pipe on the waterworks steel pipe inside which is been old |
-
1989
- 1989-05-24 JP JP12866289A patent/JPH02309082A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100807538B1 (en) * | 2007-02-16 | 2008-02-29 | 대한기업주식회사 | The revival method which union lays the new waterworks steel pipe on the waterworks steel pipe inside which is been old |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3700265A (en) | Internal pipe sealing device | |
US4049480A (en) | Method and apparatus for forming a joint in a confined space between two abutting ends of conduit liners | |
JP3179505B2 (en) | How to join lined pipes | |
US4347018A (en) | Lining or relining of tunnels | |
EP0859929A1 (en) | Method and apparatus for lining a conduit | |
HK1003143A1 (en) | Method and apparatus for repairing conduits | |
EP0377486B1 (en) | Lining pipes | |
JPH02309082A (en) | Pipeline regenerating method | |
RU2267687C1 (en) | Thermally shrinkable coupling | |
RU2120579C1 (en) | Piping system with heat insulation, method of laying pipes and devices for connecting pipes | |
JP3418258B2 (en) | Pipe line lining method | |
US8210573B2 (en) | Pipe coupling | |
JPH06246340A (en) | Method for connecting steel tube | |
JP3418259B2 (en) | Pipe line lining method | |
GB2184804A (en) | A plastic shrink socket for joining two tube ends | |
JPH0671625B2 (en) | Manufacturing method for rolled steel pipe | |
SU1578014A1 (en) | Method of butt welding of plastic tubes | |
JPH08333795A (en) | Joint structure | |
JP4037558B2 (en) | Strip-shaped member for spiral tube formation | |
JPS63137580A (en) | Manufacture of steel pipe pile | |
JP3765643B2 (en) | Repairing and repairing existing piping | |
JP3098160B2 (en) | Flexible structure pipeline | |
JPH01139237A (en) | Inner lining repair method for pipeline | |
RU2162413C1 (en) | Method for lining metallic tube with plastic envelope | |
JPH069405B2 (en) | Underground pipeline repair method |