JP3647242B2 - Pipe-in-pipe construction method for curved pipes - Google Patents
Pipe-in-pipe construction method for curved pipes Download PDFInfo
- Publication number
- JP3647242B2 JP3647242B2 JP00056698A JP56698A JP3647242B2 JP 3647242 B2 JP3647242 B2 JP 3647242B2 JP 00056698 A JP00056698 A JP 00056698A JP 56698 A JP56698 A JP 56698A JP 3647242 B2 JP3647242 B2 JP 3647242B2
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- Japan
- Prior art keywords
- pipe
- curved surface
- bent
- existing
- straight
- 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
- 238000010276 construction Methods 0.000 title claims description 4
- 238000000034 method Methods 0.000 claims description 22
- 238000005452 bending Methods 0.000 claims description 16
- 230000002093 peripheral effect Effects 0.000 claims description 15
- 238000003780 insertion Methods 0.000 description 8
- 230000037431 insertion Effects 0.000 description 8
- 238000009412 basement excavation Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000010349 pulsation Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
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)
- Excavating Of Shafts Or Tunnels (AREA)
Description
【0001】
【発明の属する技術分野】
この発明は、曲管部のパイプインパイプ工法に関する。
【0002】
【従来の技術】
既設管の更新工法として、パイプインパイプ工法が知られている。
このパイプインパイプ工法は、既設管内に一回り径の小さな新規管を既設管の一端開口から順次接合しつつ管軸方向に押し込んで推進していくもので、既設管を撤去して、新規管で敷設替えする開削工法に比べて、非常に経済的である利点を有する。
【0003】
また、発進立坑を設けるだけで長大な管路の更新が出来るので、交通事情や地下埋設物の関係で開削工法の実施が困難な都市部の管路更新工法として非常に有利である利点を有する。
【0004】
しかし、上記パイプインパイプ工法は、既設管に新規管を順次押し込んで行くから、図3に示すように管路1に屈曲部2があると施工が非常に困難か不可能となる問題があった。
【0005】
即ち、それまで直進してきた直管3が屈曲部2の内壁に衝突し、その部分で大きく曲折されるので、直管3の継手部3Aの曲折角度αが大きくなり、継手部での許容曲折角が小さい場合は図示のように適用不能となる。
【0006】
このため、従来では、管路に屈曲部がある場合、屈曲部の開始点と終了点に立坑を設け、この立坑から屈曲部に曲管ピースを施工し、その後両サイドから直管を挿入し前記曲管ピースに立坑部で接続する工法や、既設管路の屈曲部を通り抜けることの出来る短い直管を一本づつ既設管内に運び込み管内で接続していくこと等が行なわれている。
【0007】
【発明が解決しようとする課題】
しかし、前者の管路屈曲部の両端に立坑を新設する工法は、道路事情や地下埋設物との関係で実施ができない場合があり、また後者の短管を搬入する工法は、管の運搬に非常に手間がかかり、またワイヤーなどで牽引して管を引き込む場合は、途中のワイヤー支持手段の設置や管理が面倒となり、またワイヤーが伸びを生じると急激に牽引力が加わった際、ワイヤーが跳躍、脈動することがあり、新設管や既設管の内壁を激しく打ち付け、破損することがある他非常に危険となる問題があった。
【0008】
この発明は上記問題点を解消することを目的としてなされたものであり、管路に屈曲部があってもパイプインパイプ工法を実施可能とすることを目的としてなされたものである。
【0009】
【課題を解決するための手段】
即ち、この発明の曲管部のパイプインパイプ工法は、既設管屈曲部の内面最外周部に屈曲部の両端に連なる直管を接線とする前記既設管屈曲部の半径より大きい半径の緩やかな湾曲面を形成し、該湾曲面に向け直管部より管内挿入直管を順次接合しつつ送りこんでいくことを特徴とするものである。
【0010】
屈曲部外面に、屈曲部より半径の大きい湾曲面を、直管を接線とするように形成したので既設直管内を推進されてきた新規挿入管は湾曲面で滑らかに向きが変えられ、しかも曲折の半径が大きくされているので新設管の継手部に加わる屈曲角も小さくなる。
【0011】
従って、管路の屈曲部があってもそのまま直管を接合したパイプインパイプ工法を実施することが可能となる。
請求項2の曲管部のパイプインパイプ工法は、請求項1の曲管部のパイプインパイプ工法において、既設管屈曲部の内面最内周部に既設管屈曲部の内面最外周部に形成した湾曲面と略平行で、前記屈曲部の内面最内周部の頂点を共有する湾曲面を形成したことを特徴とするものである。
【0012】
屈曲部最外面の湾曲面に対応する最内周面を外周湾曲面と略平行に設けたため、推進されてきた新規挿入管は内面側湾曲面で外面側湾曲面方向に案内され、局部的に屈曲するのが防止されるのでよりスムーズに管の推進がはかどる。
【0013】
【発明の実施の形態】
次に、この発明の実施の形態を説明する。
図1は、請求項1の曲管部のパイプインパイプ工法の実施状態を示す断面図である。
【0014】
図1において、1は屈曲部2を有した既設管を示す。
この屈曲部2の最外周内面2Aに、屈曲部2の両端に連なる直管4、4を接線とする前記既設管屈曲部2の半径rより大きい半径Rの緩やかな湾曲面5を形成する。そして、この湾曲面5に向け図示のように直管部4より管内挿入直管3…3を順次接合しつつ送り込んでいく。
【0015】
従って管内挿入直管3…3の曲折角θは、既設管1の屈曲部2の屈曲角αより小さくなり長い直管3でも楽に屈曲部2通過させて行くことができる。
上記において、湾曲面5は挿入直管3の最外周部のみが接触して案内されれば良いので、表面摩擦の小さい木材製やFRP製の桟のような部材を湾曲させて設置するだけで十分である。なお、点線斜線で示すようにコンクリートの打設により湾曲面5を形成しても良い。
【0016】
図2は、請求項2の曲管部のパイプインパイプ工法の実施状態を示す断面図である。
この場合は、上記のパイプインパイプ工法において、既設管屈曲部2の内面最内周部2Bに既設管屈曲部2の内面最外周部2Aに形成した湾曲面5と略平行で前記屈曲部2の内面最内周部の頂点2Pを共有する湾曲面6が形成されている。
【0017】
そして、図2に示すように屈曲部2に向け直管3を挿入する。
なお、湾曲面6は湾曲面5と同様、挿入直管3の最内周部のみが接触して案内されれば良いので、表面摩擦の小さい木材やFRP製の桟のような部材を湾曲させて設置するだけで十分である。
【0018】
また、点線斜線で示すようにコンクリートの打設により湾曲面5、6を形成しても良いことは言うまでもない。
上記のように構成した場合、挿入直管3が図2の右端に示すように既設管1の内面側に沿って進んで来た場合でも、屈曲部2に近づくと挿入直管3は、湾曲面5の方向に滑らかに向きが変更されるので、確実な管の推進が行なえる。
【0019】
従って、既設管1の内径と新規管3の外径の差が大きく、既設管内で新規管の位置が変動するような場合など、好適に使用される。
【0020】
【発明の効果】
以上説明したように、請求項1の発明によれば、新規直管を順次接合しつつ既設管に挿入していく場合、屈曲部での各新規直管の屈折角がかなり小さくされるため、ある程度長い直管でもパイプインパイプ工法にも適用可能となり、特別な手段を用いなくても容易に曲折管路の敷設が可能となる。
【0021】
また、請求項2の発明によれば、挿入直管は内面側湾曲面と外面側湾曲面とで案内されるので挿入直管が確実に案内され、既設管と新規管の径差が大きい場合でも安全に施工できる効果を有する。
【図面の簡単な説明】
【図1】請求項1の発明の実施の形態を示す説明断面図である。
【図2】請求項2の発明の実施の形態を示す説明断面図である。
【図3】従来例の説明断面図である。
【符号の説明】
1 既設管
2 屈曲部
2A 屈曲部の最外周内面
2P 屈曲部の内面最内周部の頂点
3 管内挿入直管
4 屈曲部の両端に連なる直管
5 湾曲面
6 湾曲面
r 既設管屈曲部の半径
R 湾曲面の半径
θ 管内挿入直管の曲折角
α 既設管屈曲部の屈曲角[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a pipe-in-pipe method for a bent pipe portion.
[0002]
[Prior art]
A pipe-in-pipe method is known as a method for renewing existing pipes.
This pipe-in-pipe method is to push a new pipe with a small diameter around the existing pipe from the opening of one end of the existing pipe and push it in the direction of the pipe axis. Compared with the excavation method that replaces with, it has the advantage of being very economical.
[0003]
In addition, since it is possible to renew a long pipe just by providing a start shaft, it has the advantage that it is very advantageous as a pipe renewal method in urban areas where it is difficult to implement the excavation method due to traffic conditions and underground buried objects. .
[0004]
However, since the pipe-in-pipe method pushes new pipes sequentially into existing pipes, there is a problem that if the pipe 1 has a
[0005]
That is, since the
[0006]
For this reason, conventionally, when there is a bent portion in the pipeline, a vertical shaft is provided at the start and end points of the bent portion, and a bent pipe piece is constructed from this vertical shaft to the bent portion, and then a straight pipe is inserted from both sides. A method of connecting to the bent pipe piece at a shaft portion, a short straight pipe that can pass through a bent portion of an existing pipe line, are carried into the existing pipe one by one and connected in the pipe.
[0007]
[Problems to be solved by the invention]
However, the former method of constructing new shafts at both ends of the pipe bend may not be implemented due to road conditions or underground construction, and the latter method of carrying short tubes is used for transporting pipes. When it is very time-consuming and is pulled with a wire, etc., the tube is pulled in, it is troublesome to install and manage the wire support means on the way, and when the wire is stretched, the wire jumps when traction force is applied suddenly In some cases, pulsation may occur, the inner wall of a new pipe or existing pipe may be struck hard and damaged, and it may be very dangerous.
[0008]
The present invention has been made for the purpose of solving the above-mentioned problems, and has been made for the purpose of enabling the pipe-in-pipe method even if the pipe has a bent portion.
[0009]
[Means for Solving the Problems]
That is, the pipe-in-pipe method of the bent pipe portion according to the present invention has a gradual radius larger than the radius of the existing pipe bent portion where the straight pipe connected to both ends of the bent portion is tangent to the outermost peripheral portion of the inner surface of the existing pipe bent portion. A curved surface is formed, and the straight pipe inserted in the tube is sequentially fed from the straight pipe portion toward the curved surface.
[0010]
A curved surface with a radius larger than that of the bent portion is formed on the outer surface of the bent portion so that the straight pipe is tangent, so that the direction of the newly inserted tube that has been propelled through the existing straight pipe can be smoothly changed by the curved surface. Since the radius is increased, the bending angle applied to the joint portion of the new pipe is also reduced.
[0011]
Therefore, it is possible to carry out a pipe-in-pipe method in which straight pipes are joined as they are even if there is a bent portion of the pipe line.
The pipe-in-pipe method for the bent pipe part according to
[0012]
Since the innermost peripheral surface corresponding to the curved surface of the outermost curved surface of the bent portion is provided substantially parallel to the outer peripheral curved surface, the new insertion tube that has been propelled is guided in the direction of the outer curved surface by the curved inner surface, and locally Since the bending is prevented, the tube can be pushed more smoothly.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Next, an embodiment of the present invention will be described.
FIG. 1 is a cross-sectional view showing an implementation state of a pipe-in-pipe method for a bent pipe part according to claim 1.
[0014]
In FIG. 1, reference numeral 1 denotes an existing pipe having a
A gentle
[0015]
Accordingly, the bending angle θ of the in-tube insertion
In the above, since the
[0016]
FIG. 2 is a cross-sectional view showing an implementation state of the pipe-in-pipe method for the bent pipe part of
In this case, in the above pipe-in-pipe method, the
[0017]
Then, as shown in FIG. 2, the
Since the
[0018]
Needless to say, the
When configured as described above, even when the insertion
[0019]
Therefore, it is preferably used when the difference between the inner diameter of the existing pipe 1 and the outer diameter of the
[0020]
【The invention's effect】
As described above, according to the invention of claim 1, when the new straight pipe is inserted into the existing pipe while being sequentially joined, the refraction angle of each new straight pipe at the bent portion is considerably reduced. Even straight pipes that are somewhat long can be applied to the pipe-in-pipe method, and it is possible to easily lay bent pipes without using special means.
[0021]
According to the invention of
[Brief description of the drawings]
1 is an explanatory sectional view showing an embodiment of the invention of claim 1;
FIG. 2 is an explanatory sectional view showing an embodiment of the invention of
FIG. 3 is an explanatory sectional view of a conventional example.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP00056698A JP3647242B2 (en) | 1998-01-06 | 1998-01-06 | Pipe-in-pipe construction method for curved pipes |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP00056698A JP3647242B2 (en) | 1998-01-06 | 1998-01-06 | Pipe-in-pipe construction method for curved pipes |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11193881A JPH11193881A (en) | 1999-07-21 |
JP3647242B2 true JP3647242B2 (en) | 2005-05-11 |
Family
ID=11477274
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP00056698A Expired - Lifetime JP3647242B2 (en) | 1998-01-06 | 1998-01-06 | Pipe-in-pipe construction method for curved pipes |
Country Status (1)
Country | Link |
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JP (1) | JP3647242B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4692205B2 (en) * | 2005-10-07 | 2011-06-01 | Jfeエンジニアリング株式会社 | Curved shape management device and pipe feeding method |
JP7450370B2 (en) * | 2019-11-20 | 2024-03-15 | 日鉄パイプライン&エンジニアリング株式会社 | Pipe insertion device into tunnel and pipe insertion method |
-
1998
- 1998-01-06 JP JP00056698A patent/JP3647242B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH11193881A (en) | 1999-07-21 |
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