JPS5894688A - Method of renewing buried pipe to novel pipe - Google Patents
Method of renewing buried pipe to novel pipeInfo
- Publication number
- JPS5894688A JPS5894688A JP56193112A JP19311281A JPS5894688A JP S5894688 A JPS5894688 A JP S5894688A JP 56193112 A JP56193112 A JP 56193112A JP 19311281 A JP19311281 A JP 19311281A JP S5894688 A JPS5894688 A JP S5894688A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- old
- new
- buried
- old pipe
- 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
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明は都市ガス等の埋設旧管を新管に更新する方法に
関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for replacing buried old city gas pipes with new pipes.
地中に埋設された都市ガス用導管等が耐用年数となった
場合に、従来であると第1図斜線部分に示すように更新
延長距離全体を掘削して旧管を掘り起こし、これを新管
に取り替えるものであることから、掘削作業及び埋め戻
し作業に多くの時間と経費を要する欠点があった。又、
この更新工事が路面の場合には、−担交通を遮断しなけ
ればならず、更新には制約が多い。When a city gas pipeline, etc. buried underground reaches the end of its useful life, conventionally, as shown in the shaded area in Figure 1, the entire length of the renewal extension is excavated, the old pipe is dug up, and the new pipe is replaced. Since it is intended to be replaced with a new one, it has the drawback that excavation work and backfilling work require a lot of time and expense. or,
When this renewal work is done on the road surface, it is necessary to cut off the main traffic, and there are many restrictions on the renewal.
本発明は斯かる点に鑑みて提案されるもので、その構成
要旨は更新すべき旧管が埋設されている位置の両端に旧
管が露出するまでの竪坑を掘削し3
No、 □
てこの竪坑内において旧管を切断し、次にこの切断した
旧管の一端に更新用の新管を接続してもう一方の旧管端
側において旧管を引き抜きながら同時に新管に更新する
ものである。The present invention has been proposed in view of the above points, and its gist is that a shaft is excavated at both ends of the location where the old pipe to be replaced is buried until the old pipe is exposed, and 3 No. □ Lever The old pipe is cut in the shaft, then a new pipe is connected to one end of the cut old pipe, and the old pipe is pulled out at the other end of the old pipe while simultaneously being replaced with a new pipe. .
以下実施例図に基づき本発明を詳記すると、先ず第2図
に示すように更新をすべき旧管1の延長距離の両端(斜
線部分)に竪坑2.3を掘削して旧管1を露出させ、一
方の竪坑2内には引抜機5をセットすると共に露出した
旧管1を竪坑2.3内において夫々切断する(第3図)
。The present invention will be described in detail below based on the drawings. First, as shown in FIG. A puller 5 is set in one of the shafts 2 and the exposed old pipes 1 are cut in the shafts 2 and 3 (Fig. 3).
.
そして、第4図に示すように引抜機5をセットした堅坑
2ではない側の竪坑3において、旧管lの先端に新管6
をジヨイント工具7により接続し、引抜機5を操作して
旧管1を第4図矢印方向に引き抜く。Then, as shown in Fig. 4, in the shaft 3 on the side other than the shaft 2 where the extractor 5 is set, a new pipe 6 is attached to the tip of the old pipe l.
are connected by the joint tool 7, and the extractor 5 is operated to pull out the old pipe 1 in the direction of the arrow in FIG.
この結果、新管6は旧管1に接続されているため、旧管
lが引き抜かれると新管6は第5図に示すようにその後
に引き入れられ、旧管1の引き抜きが終了すると同時に
新管6が入れ替る。As a result, the new pipe 6 is connected to the old pipe 1, so when the old pipe 1 is pulled out, the new pipe 6 is pulled in afterwards as shown in Figure 5, and at the same time as the old pipe 1 is pulled out, the new pipe 6 is connected to the old pipe 1. Tube 6 is replaced.
なお、旧管1は引抜機5からそのまま地上に引き出して
もよいが、実施例の場合は竪坑2内においてカッターに
より短かく切断している。Note that the old pipe 1 may be pulled out from the drawing machine 5 to the ground as it is, but in the case of the embodiment, it is cut into short pieces with a cutter inside the shaft 2.
以上の如くして新、旧管の入れ替え、即ち更新が終了し
たなら、グ1抜機5を竪坑2から撤去し、新管6の両端
を夫々先程切断した既設管9.10に接続し、竪坑2.
3を埋め戻して舗装などの処置を行って全作業を終了す
る。When the replacement of the new and old pipes, i.e., the renewal, is completed as described above, the puller 5 is removed from the shaft 2, and both ends of the new pipe 6 are connected to the existing pipes 9 and 10 that were cut earlier. 2.
All work will be completed by backfilling 3 and performing other measures such as paving.
なお、旧管1の途中において腐食が著るしく、引抜機5
の引き抜き力に耐えられないものもある。In addition, there was significant corrosion in the middle of the old pipe 1, and the extraction machine 5
There are some that cannot withstand the pulling force.
このような場合には新、旧管を接続するばかりでなく、
第6図(イ)に示すように旧管1内にワイヤー或いは棒
状の牽引索8を挿入し、この先端を新管6に接続し、牽
引索8をも利用して或いはこの牽引索8により新管6を
引き入れる。又別な方法としては第6図(ロ)に示すよ
うにジヨイント工具7内の旧管1に牽引索8の先端を係
合させてもよい。In such cases, it is necessary to not only connect the new and old pipes, but also
As shown in FIG. 6(a), a wire or rod-shaped tow rope 8 is inserted into the old pipe 1, the tip of which is connected to the new pipe 6, and the tow rope 8 is also used or this tow rope 8 is used. Pull in new pipe 6. Alternatively, the tip of the tow rope 8 may be engaged with the old pipe 1 within the joint tool 7, as shown in FIG. 6(b).
次に旧管1よりも新管6が太い場合もある。このような
場合には第7図に示すように、外形が新管6側において
テーパー状に太くなったジヨイント工具7を利用し、土
中での抵抗を極力少ないものNo、 5
にする。Next, the new pipe 6 may be thicker than the old pipe 1. In such a case, as shown in FIG. 7, a joint tool 7 whose external shape is tapered and thickened on the side of the new pipe 6 is used to minimize the resistance in the soil.
本発明は以上のように更新の必要な旧管1の両端部分の
みを掘削して竪坑2.3を設け、途中を掘削しないから
、全体を掘削してしまう従来の工法に比較して作業能率
は著るしく向上し、掘削及び埋め戻し、舗装に要する経
費も非常に削減できる。特に本発明は更新距離が長い場
合に効果が顕著に現われる。又、道路を横断して更新を
行うような場合でも、交通を遮断することなく更新作業
を行うことができて便利であると共に従来は交通の遮断
を考慮して夜間に更新作業を行うことが多かったが、こ
のような必要もなくなる。As described above, the present invention creates the shaft 2.3 by excavating only the both ends of the old pipe 1 that needs to be replaced, and does not excavate the middle, so it is more efficient than the conventional method of excavating the entire pipe. The cost of excavation, backfilling and paving can be greatly reduced. Particularly, the present invention is particularly effective when the update distance is long. In addition, even when updating across a road, it is convenient to be able to do the updating work without blocking traffic, and conventionally it was not possible to do the updating work at night in consideration of the traffic blockage. There used to be many, but there will no longer be a need for something like this.
なお、旧管1に枝管が接続されている場合には予めこの
枝管を外ずしておく必要があることは勿論である。Note that, of course, if a branch pipe is connected to the old pipe 1, it is necessary to remove this branch pipe in advance.
第1図は従来の新、旧管の更新作業例の説明図、第2〜
5図は本発明工法の説明図、第6図(イ)、(ロ)はジ
ヨイント工具と牽引索を利用した新、旧管の接続法の一
例を示す断面図、第7図は新管の方がNo、−一9−
旧管よりも太い場合のジヨイント工具の一例を示す断面
図である。
■・・・・・ 旧管、2.3・・・・・竪坑、5・・用
引抜機、6・・・・ 新管、7・・・・・ ジヨイント
工具、8・・・・・牽引索、9.1o・・・・・既設管
。
特許出願人 東京瓦斯株式会社
第1図
第2図
第3図
第5図
第7図Figure 1 is an explanatory diagram of an example of conventional new and old pipe renewal work, Figure 2-
Figure 5 is an explanatory diagram of the construction method of the present invention, Figures 6 (a) and (b) are cross-sectional views showing an example of a method for connecting new and old pipes using a joint tool and a towing cable, and Figure 7 is a diagram of a new pipe. No. -19- It is a sectional view showing an example of a joint tool when the pipe is thicker than the old pipe. ■・・・ Old pipe, 2.3... Vertical shaft, 5... Pulling machine, 6... New pipe, 7... Joint tool, 8... Towing Cable, 9.1o...Existing pipe. Patent applicant Tokyo Gas Co., Ltd. Figure 1 Figure 2 Figure 3 Figure 5 Figure 7
Claims (1)
が露出するまでの竪坑を掘削してこの竪坑内において旧
管を切断し、次にこの切断した旧管の一端に更新用の新
管を接続してもう一方の旧管端側において旧管を引き抜
きながら同時に新管に更新する埋設管を新管に更新する
方法。 2 旧管を引き抜く際に、引き抜き側の竪坑内において
引き抜いた旧管を切断しながら引き抜き作業を行う特許
請求の範囲第1項記載の埋設管を新管に更新する方法。 3 旧管が途中において腐食していたり、旧管が引き抜
き力に耐えられない場合に、旧管内に牽引索を通し、新
管をこの牽引索に連結し、旧管と共に牽引索を利用して
旧管を引き抜きながら新管を引き入れる特許請求の範囲
第1項記載の埋設管を新No、−一一一一 管に更新する方法。 4 新管が11]管より太い場合に、旧管と新管を結合
するジヨイント工具として、新管側の外形が徐々に太く
なるテーパー形状のものを利用する特許請求の範囲第1
項記載の埋設管を新管に更新する方法。[Claims] 1. A shaft is excavated until the old pipe is exposed at both ends of the location where the old pipe to be replaced is buried, and the old pipe is cut within the shaft, and then the cut old pipe is removed. A method of replacing a buried pipe with a new pipe by connecting a new pipe for renewal to one end of the pipe, and pulling out the old pipe at the other end of the old pipe and replacing it with a new pipe at the same time. 2. A method for replacing a buried pipe with a new pipe according to claim 1, in which the old pipe is cut while being pulled out in a shaft on the drawing side. 3. If the old pipe is corroded in the middle or cannot withstand the pulling force, pass a tow cable through the old pipe, connect the new pipe to this tow cable, and use the tow cable together with the old pipe. A method for updating a buried pipe to a new No. -1111 pipe according to claim 1, wherein a new pipe is pulled in while pulling out an old pipe. 4. When the new pipe is thicker than the 11] pipe, the joint tool for joining the old pipe and the new pipe is a tapered joint tool in which the external shape on the new pipe side gradually becomes thicker.Claim 1
How to replace buried pipes with new pipes as described in section.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP56193112A JPS5894688A (en) | 1981-12-01 | 1981-12-01 | Method of renewing buried pipe to novel pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP56193112A JPS5894688A (en) | 1981-12-01 | 1981-12-01 | Method of renewing buried pipe to novel pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5894688A true JPS5894688A (en) | 1983-06-04 |
Family
ID=16302444
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP56193112A Pending JPS5894688A (en) | 1981-12-01 | 1981-12-01 | Method of renewing buried pipe to novel pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5894688A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62113982A (en) * | 1985-11-13 | 1987-05-25 | 株式会社竹中工務店 | Piping structure and method of repairing piping |
JPH0842752A (en) * | 1994-08-03 | 1996-02-16 | Tokyo Electric Power Co Inc:The | Construction method for breaking underground pipe, and pipe breaking machine |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5399609A (en) * | 1977-02-10 | 1978-08-31 | Kido Kensetsu Kogyo | Method of laying smallldiameter pipe |
-
1981
- 1981-12-01 JP JP56193112A patent/JPS5894688A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5399609A (en) * | 1977-02-10 | 1978-08-31 | Kido Kensetsu Kogyo | Method of laying smallldiameter pipe |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62113982A (en) * | 1985-11-13 | 1987-05-25 | 株式会社竹中工務店 | Piping structure and method of repairing piping |
JPH0842752A (en) * | 1994-08-03 | 1996-02-16 | Tokyo Electric Power Co Inc:The | Construction method for breaking underground pipe, and pipe breaking machine |
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