JPS6313989A - Method of replacing existing main pipe with novel main pipe - Google Patents

Method of replacing existing main pipe with novel main pipe

Info

Publication number
JPS6313989A
JPS6313989A JP61159186A JP15918686A JPS6313989A JP S6313989 A JPS6313989 A JP S6313989A JP 61159186 A JP61159186 A JP 61159186A JP 15918686 A JP15918686 A JP 15918686A JP S6313989 A JPS6313989 A JP S6313989A
Authority
JP
Japan
Prior art keywords
pipe
excavator
new
old
air hammer
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
Application number
JP61159186A
Other languages
Japanese (ja)
Inventor
憲二 近藤
仁木 彬隆
深見 正隆
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kurimoto Ltd
Kurimoto Iron Works Ltd
Original Assignee
Kurimoto Ltd
Kurimoto Iron Works Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kurimoto Ltd, Kurimoto Iron Works Ltd filed Critical Kurimoto Ltd
Priority to JP61159186A priority Critical patent/JPS6313989A/en
Publication of JPS6313989A publication Critical patent/JPS6313989A/en
Pending legal-status Critical Current

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  • 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】 [産業上の利用分野] 本願発明は地中に埋設した旧管、たとえば水道管やガス
管などを新管に取り替える方法、特に地表を掘り起さず
に新旧管を取り替える方法に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention provides a method for replacing old pipes buried underground, such as water pipes and gas pipes, with new pipes, and in particular, a method for replacing old and new pipes without digging up the ground surface. It concerns how to replace it.

[従来の技術] 旧管とくに鋳鉄管が埋設後老化して機能を果すのが困難
になったり、需要増大のため能力不足を生じて新管と取
り替える必要がおるとき、地上を全面掘削して旧管を掘
り出す工法は費用、労力がかかる上、地上の交通の障害
となるので地表を掘り起さずに新旧本管を取り替えるの
が望ましい。
[Conventional technology] When old pipes, especially cast iron pipes, have aged and become difficult to function after being buried, or when capacity is insufficient due to increased demand and it is necessary to replace them with new pipes, it is necessary to excavate the entire surface above ground. Digging out old pipes is expensive and labor-intensive, and it also obstructs surface traffic, so it is preferable to replace the old and new pipes without digging up the ground.

新管を地中の旧管に挿通するいわゆるパイプインパイプ
方式がこれに該当するが、当然新管の内径は旧管の内径
より小さくなり、ガス、水道の輸送能力の減退をもたら
す。
This is the case with the so-called pipe-in-pipe method, in which a new pipe is inserted into an old pipe underground, but the inner diameter of the new pipe is naturally smaller than the inner diameter of the old pipe, resulting in a reduction in gas and water transport capacity.

本願発明の基礎となる従来技術は、この問題を解決する
発明で「既設の本管を新しい本管と取替える方法と装置
」 (特公昭60−27873@公報 第4図〜第6図
)に詳しく開示されている。
The prior art that forms the basis of the present invention is an invention that solves this problem and is described in detail in "Method and Apparatus for Replacing an Existing Main Pipe with a New Main Pipe" (Japanese Patent Publication No. 60-27873 @ Publication Figures 4 to 6). Disclosed.

この従来技術は旧管より大きい外径の胴部を有する掘削
機の後端に新しい本管又はこの本管を保護するライナを
取付け、両者が共に前進して掘削機の先端が旧管内へ入
りこみ、これを破砕しつつ空隙をおしひろげて旧管を新
管と取り替える方法および装置である。
This conventional technology involves attaching a new main pipe or a liner to protect the main pipe to the rear end of the excavator, which has a body with a larger outer diameter than the old pipe, and moving both of them forward together so that the tip of the excavator enters the old pipe. This is a method and device for replacing the old pipe with a new pipe by crushing it and widening the gap.

第4図から第6図に示すこの従来技術の実施例に基いて
もう少し具体的に内容を説明する。
The contents will be explained in more detail based on the embodiments of this prior art shown in FIGS. 4 to 6.

掘削13aは旧管1a内壁へ入り込んで、この壁体を破
断する前方部分と、新管2a又はそのライナを索引する
ため締結する後方部分とからなる。
The excavation 13a consists of a front part that penetrates into the inner wall of the old pipe 1a and breaks this wall, and a rear part that is fastened to index the new pipe 2a or its liner.

前方部分は切削面としての切削刃先12をふくむ頭部9
aを有し、その前端は旧管の管列を潜って挿通されてき
たケーブル4aを介してウィンチ(図示じず)によって
前方へ引張り寄せられる。
The front part is a head 9 including a cutting edge 12 as a cutting surface.
a, the front end of which is pulled forward by a winch (not shown) via a cable 4a that has been inserted through the row of old tubes.

この掘削機と後に締結する新管又はそのライナを前方へ
移動するのは、前述のように掘削機前端に取付けたケー
ブルによる前方ウィンチの巻取りでおるが、これに加え
て第6図のように掘削機の胴体をくりぬいた孔の内部に
エアハンマ6aを配設し、後端に取付けたエアホース5
aの送気によってエアハンマ内のピストンを前後に滑動
させ、衝撃的に掘削機へ前進駆動力を共動きする。
The new pipe or its liner that will be connected to the excavator later is moved forward by winding the front winch using the cable attached to the front end of the excavator as described above, but in addition to this, as shown in Figure 6, An air hammer 6a is placed inside a hole cut out in the body of the excavator, and an air hose 5 is attached to the rear end.
The piston inside the air hammer slides back and forth by the air supply a, and the forward driving force is impulsively transferred to the excavator.

[発明が解決しようとする問題点] 本願発明は前記従来技術をベースとして、より効果的に
実施ができるように関連技術を開発したものである。
[Problems to be Solved by the Invention] The present invention is based on the above-mentioned prior art and has developed related technologies so that it can be implemented more effectively.

実施上の問題点として、第6図に示すように、エアハン
マを駆動するために新管の管内を挿通するエアホースを
介して圧送されてきた圧縮空気は、掘削機後端よりエア
ハンマ筒内に入り、内部のピストンを衝撃的に滑動した
のち、掘削機の後端より新管2aとエアホース5aとの
間を通って排出され、新管の管路内を伝って発進坑内に
吐出される。
As shown in Figure 6, the problem with implementation is that the compressed air that is forced into the air hose inserted through the new pipe to drive the air hammer enters the air hammer cylinder from the rear end of the excavator. After the internal piston slides with an impact, the air is discharged from the rear end of the excavator through between the new pipe 2a and the air hose 5a, and is discharged into the starting shaft along the inside of the new pipe.

シリンダ内でピストンを滑動するエアハンマなどの装置
においては、その作動を円滑に継続するために、圧縮空
気内に潤滑油を霧状に混和して供給する。反面この潤滑
油は排気Exa中にも混和されているので、排出時に新
管の内壁に付着する弊害が生じる。この新管内の潤滑油
は通水時の水質に悪影響を及ぼすので除去する必要があ
るから、必らかじめ排気Exa中より取り除くことが望
ましいが、掘削機の排出口にフィルタなどの除去回収装
置を取付けることは完全を期し難く、また排出口を閉塞
することになるとエアハンマの機能を低下させかねない
。 また一旦付着した油分を洗管によって完全に取り除
くことは難しく工事費が高騰する。
In devices such as air hammers in which a piston slides within a cylinder, lubricating oil is mixed with compressed air and supplied in the form of a mist in order to continue its operation smoothly. On the other hand, since this lubricating oil is also mixed in the exhaust Ex, it has the disadvantage of adhering to the inner wall of the new pipe when being discharged. The lubricating oil in this new pipe has a negative effect on the water quality during water passage, so it needs to be removed, so it is desirable to remove it from the exhaust Ex in advance, but it is recommended to use a removal and recovery device such as a filter at the excavator's outlet. It is difficult to ensure perfect installation, and if the outlet is blocked, the function of the air hammer may be reduced. Furthermore, it is difficult to completely remove the oil that has adhered to the pipe by washing the pipes, which increases construction costs.

本願発明は、以上に述べた問題点を解決するためにエア
ハンマを作動した後の排気中の潤滑油が後続する新管の
内壁に付着しない新規な構成を提供することが目的でお
る。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, it is an object of the present invention to provide a new configuration in which the lubricating oil in the exhaust after operating the air hammer does not adhere to the inner wall of the new pipe that follows.

[問題点を解決するための手段] 本願発明に係る旧管を新管と取り替える方法は、エアハ
ンマを作動後の排気が、掘削機内を逆進して前方の旧管
内へ吐出することにより前記の問題点を解決した。
[Means for solving the problem] The method of replacing the old pipe with a new pipe according to the present invention is such that the exhaust gas after operating the air hammer travels backwards inside the excavator and is discharged into the old pipe in front. Solved the problem.

さらに具体的には、排気の掘削機内における逆進がエア
ハンマの作動後、排気の新管内への連通を遮断する遮断
板と、該遮断板の前方に始端を有し掘削機内を軸方向に
貫通して前方の旧管内に開口する流路によることを示し
、ざらに別の態様としてエアハンマの作動後、エアハン
マの後尾に連結し反転して掘削機内に入り、掘削機頭部
中を貫通する流路に結繋する排出管によるものも好まし
いことを示している。
More specifically, after the air hammer is actuated, the exhaust gas flows backward inside the excavator, and there is a blocking plate that blocks communication of the exhaust gas into the new pipe, and a starting end in front of the blocking plate that passes through the excavating machine in the axial direction. In another aspect, after the air hammer is activated, it connects to the rear of the air hammer, turns around, enters the excavator, and passes through the head of the excavator. It has also been shown that a discharge pipe connected to a channel is preferred.

(作用と実施例) 掘削機を前方へ移動させるための共働きするエアハンマ
への圧縮空気がピストンを駆動後、新管内へ吐出されず
掘削機内を逆進して前方の旧管内へ吐出されれば問題点
を解決できる作用を生じることは明らかである。ここで
実施例を示す第1図に基いて圧縮空気の挙動を追跡する
と旧管1を新管2と取り替えるために前方へ駆動前進す
るのが掘削機3である。掘削機の頭部へはケーブル4を
介して前方に据えたウィンチ(図示せず)の巻取による
牽引力がかかる一方、後方のコンプレッサ(図示せず)
からエアホース5を通じて圧縮空気が後部へ圧送される
(Operation and Example) If the compressed air to the air hammer that works together to move the excavator forward drives the piston, it is not discharged into the new pipe, but moves backwards inside the excavator and is discharged into the old pipe in front. It is clear that this produces an effect that can solve the problem. Here, if we trace the behavior of the compressed air based on FIG. 1 showing the embodiment, it is the excavator 3 that is driven forward in order to replace the old pipe 1 with the new pipe 2. Traction force is applied to the head of the excavator via the cable 4 by the winding of a winch (not shown) installed at the front, while a compressor (not shown) at the rear is applied to the head of the excavator.
Compressed air is sent to the rear through the air hose 5.

掘削機3の内部にはエアハンマ6が内臓されており、圧
縮空気と弁(図示せず)の作用でピストン(図示せず)
を衝撃的に滑動し、前方への駆動力が作用する。エアハ
ンマを作動した圧縮空気は本例では、エアハンマ後尾に
ある後尾排気孔7を通ってエアハンマ外の掘削様内へ吐
出されるが、掘削機後端に設けた遮断板8によって後続
の新管との連通を絶たれ、排気Exは掘削機の胴部を軸
方向に貫通して前方の掘削機の頭部9に開口する流路1
0を通じて旧管1内へ吐出される。
An air hammer 6 is built inside the excavator 3, and a piston (not shown) is activated by the action of compressed air and a valve (not shown).
The robot slides with an impact, and a forward driving force is applied. In this example, the compressed air that operated the air hammer is discharged into the excavation area outside the air hammer through the rear exhaust hole 7 located at the rear of the air hammer, but is blocked by a blocking plate 8 provided at the rear end of the excavator from the new pipe that follows. communication is cut off, and the exhaust Ex passes through the body of the excavator in the axial direction and opens into the head 9 of the excavator in front of the flow path 1.
0 into the old pipe 1.

本例ではこの流路10は掘削機後部に穿孔した後部排気
路10A、掘削機胴体壁とエアハンマのなす間隙10B
 S掘削機頭部に第2図のように放射状に開口する前部
排気路10Cが繋がって形成されている。
In this example, the flow path 10 includes a rear exhaust passage 10A bored at the rear of the excavator, and a gap 10B formed between the excavator body wall and the air hammer.
As shown in FIG. 2, a front exhaust passage 10C that opens radially is connected to the head of the S excavator.

第3図は別の実施例を示す正面断面図で前例の遮断板の
代わりに、排気ホース11をエアハンマの後尾に連結し
反転して掘削機内の空洞10Bを軸方向に前方へ挿通し
掘削機頭部に放射状に開口する前部排気路10Cに結繋
して1本の流路を形成するものである。
FIG. 3 is a front sectional view showing another embodiment, in which the exhaust hose 11 is connected to the rear end of the air hammer instead of the blocking plate of the previous example, and the exhaust hose 11 is reversed and inserted forward in the axial direction into the cavity 10B inside the excavator. It is connected to the front exhaust passage 10C that opens radially in the head to form one flow passage.

[発明の効果] 本願発明は以上に)小べたような作用を果たすから、排
気中に霧状に混和している潤滑油が取り替える新管の内
壁に付着することがなく、そのまま上水道管路として使
用しても水質の劣化又は有毒化するおそれが全くない。
[Effects of the Invention] As described above, the present invention performs a lubrication-like action, so the lubricating oil mixed in the mist in the exhaust air does not adhere to the inner wall of the new pipe to be replaced, and the pipe can be used as a water supply pipe as it is. There is no risk of water quality deterioration or toxicity even when used.

また排気中に混和する潤滑油の対策を講じる必要がない
ため作業性、経済性の負担を軽減できる。
Further, since there is no need to take measures against lubricating oil mixed in the exhaust gas, the burden on workability and economy can be reduced.

また従来の技術で使用する既存の掘削芸については、比
較的簡単な手直しで容易に本願方法の実施が可能でおり
、このような排気方法をとることにより駆動能力の低下
を案することもない。
Furthermore, for existing excavators used in conventional technology, the method of the present invention can be easily implemented with relatively simple modification, and by adopting such an exhaust method, there is no possibility of a decrease in driving capacity. .

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本願実施の一例を示す正面断面図、第2図は同
じ実施例の掘削機頭部の側面図、第3図は別の実施例を
示す正面断面図、第4図と第5図は従来技術の正面図、 第6図は従来技術の問題点を説明する正面一部所面図、
FIG. 1 is a front sectional view showing an example of the implementation of the present application, FIG. 2 is a side view of the excavator head of the same embodiment, FIG. 3 is a front sectional view showing another embodiment, and FIGS. The figure is a front view of the conventional technology. Figure 6 is a partial front view explaining the problems of the conventional technology.

Claims (3)

【特許請求の範囲】[Claims] (1)地中に埋設されている既設の本管(以下「旧管」
という)より大きい外径の胴部を有する掘削機の後端に
新しい本管(以下「新管」という)を取付け、掘削機の
頭部を前方より牽引すると共に、該新管の管内を挿通す
るエアホースを介して後方より送る圧気により、掘削機
内のエアハンマを作動して、掘削機と新管とが共に前進
して掘削機の先端が旧管内へ入り込み、これを破砕しつ
つ空隙をおしひろげて旧管を新管と取り替える方法にお
いて、 エアハンマを作動後の排気が、掘削機内を逆進して前方
の旧管内へ吐出されることを特徴とする旧管を新管と取
り替える方法。
(1) Existing main pipes buried underground (hereinafter referred to as “old pipes”)
Attach a new main pipe (hereinafter referred to as the "new pipe") to the rear end of the excavator, which has a body with a larger outer diameter than the main pipe (hereinafter referred to as "the new pipe"), pull the head of the excavator from the front, and insert the new main pipe into the new pipe. The air hammer inside the excavator is activated by the pressurized air sent from behind through the air hose, and the excavator and new pipe move forward together, and the tip of the excavator enters the old pipe, crushing it and pushing through the gap. A method of replacing an old pipe with a new pipe by expanding it, characterized in that the exhaust gas after operating an air hammer travels backwards inside the excavator and is discharged into the old pipe in front.
(2)排気の掘削機内における逆進が、エアハンマの作
動後、排気の新管内への連通を遮断する遮断板と、該遮
断板の前方に始端を有し掘削機内を軸方向に貫通して前
方の旧管内に開口する流路によるものである特許請求の
範囲第1項記載の旧管を新管と取り替える方法。
(2) Reverse movement of exhaust gas inside the excavator is achieved by a blocking plate that blocks communication of the exhaust gas into the new pipe after the air hammer is activated, and a starting end in front of the blocking plate that penetrates the excavating machine in the axial direction. A method for replacing an old pipe with a new pipe according to claim 1, which is based on a flow path opening into the old pipe at the front.
(3)排気の掘削機内における逆進が、エアハンマの作
動後、エアハンマの後尾に連結し反転して掘削機内に入
り、掘削機頭部中を貫通する流路に結繋する排出管によ
るものである特許請求の範囲第1項記載の旧管を新管と
取り替える方法。
(3) Reverse flow of exhaust gas inside the excavator is caused by the exhaust pipe that connects to the rear of the air hammer after the air hammer is activated, reverses itself, enters the excavator, and connects to the flow path that passes through the head of the excavator. A method for replacing an old pipe with a new pipe according to claim 1.
JP61159186A 1986-07-07 1986-07-07 Method of replacing existing main pipe with novel main pipe Pending JPS6313989A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61159186A JPS6313989A (en) 1986-07-07 1986-07-07 Method of replacing existing main pipe with novel main pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61159186A JPS6313989A (en) 1986-07-07 1986-07-07 Method of replacing existing main pipe with novel main pipe

Publications (1)

Publication Number Publication Date
JPS6313989A true JPS6313989A (en) 1988-01-21

Family

ID=15688191

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61159186A Pending JPS6313989A (en) 1986-07-07 1986-07-07 Method of replacing existing main pipe with novel main pipe

Country Status (1)

Country Link
JP (1) JPS6313989A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5718669A (en) * 1980-07-09 1982-01-30 Nippon Chemiphar Co Ltd Aluminum salt of n-acetylcarnosine, its preparation and remedy for peptic ulcer containing the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5718669A (en) * 1980-07-09 1982-01-30 Nippon Chemiphar Co Ltd Aluminum salt of n-acetylcarnosine, its preparation and remedy for peptic ulcer containing the same

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