Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3242266B2 - How to connect the pipe - Google Patents
[go: Go Back, main page]

JP3242266B2 - How to connect the pipe - Google Patents

How to connect the pipe

Info

Publication number
JP3242266B2
JP3242266B2 JP22744694A JP22744694A JP3242266B2 JP 3242266 B2 JP3242266 B2 JP 3242266B2 JP 22744694 A JP22744694 A JP 22744694A JP 22744694 A JP22744694 A JP 22744694A JP 3242266 B2 JP3242266 B2 JP 3242266B2
Authority
JP
Japan
Prior art keywords
pipe
mud
muddy water
existing
new
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 - Fee Related
Application number
JP22744694A
Other languages
Japanese (ja)
Other versions
JPH0868476A (en
Inventor
克己 渕元
中島  隆
照幸 松元
安弘 松尾
聡 古屋
聡 向井
健一郎 宮崎
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.)
JFE Engineering Corp
Osaka Gas Co Ltd
Original Assignee
JFE Engineering Corp
Osaka Gas Co 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 JFE Engineering Corp, Osaka Gas Co Ltd filed Critical JFE Engineering Corp
Priority to JP22744694A priority Critical patent/JP3242266B2/en
Publication of JPH0868476A publication Critical patent/JPH0868476A/en
Application granted granted Critical
Publication of JP3242266B2 publication Critical patent/JP3242266B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、水道管,ガス管,石
油管等の管を泥水式推進工法により布設するとき推進管
内に配置された送排泥管の接続方法に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for connecting a pipe for sending and discharging mud placed in a water pipe, a gas pipe, an oil pipe or the like when the pipe is laid by a muddy water propulsion method.

【0002】[0002]

【従来の技術】例えばガス管等を地中に布設する場合、
既設構造物との交差,近接あるいは交通処理や騒音,振
動などの工事公害の観点から推進工法が広く用いられて
いる。この推進工法においては、推進延長の長距離化に
伴い泥水式推進工法が多く採用されている。泥水式推進
工法は、図8の断面図に示すように、掘削機1で掘削し
た土砂を送泥水ポンプ2から送り出されフレキシブル管
3aと送泥管4を通って輸送された泥水中に取り込み排
泥水とし、この排泥水を排泥ポンプ5で排泥管6とフレ
キシブル管3bを通して泥水処理施設7に送る工法であ
る。泥水処理施設7では送られた排泥水の土砂分を分級
処理して、所定の性状に調泥して再び泥水として循環す
る。
2. Description of the Related Art For example, when laying a gas pipe or the like underground,
The propulsion method is widely used from the viewpoint of construction pollution such as intersection with existing structures, proximity or traffic treatment, noise and vibration. In this propulsion method, the muddy water propulsion method is often used in accordance with the extension of the propulsion length. In the muddy water propulsion method, as shown in the cross-sectional view of FIG. 8, the earth and sand excavated by the excavator 1 is sent out from the muddy water pump 2 and taken into the muddy water transported through the flexible pipe 3a and the muddy pipe 4 and discharged. In this method, the muddy water is sent to a muddy water treatment facility 7 by a mudging pump 5 through a muddy pipe 6 and a flexible pipe 3b. In the muddy water treatment facility 7, the sent muddy water is subjected to a classification process to adjust the muddy water to a predetermined property and circulate again as muddy water.

【0003】この泥水式推進工法においては、図9の部
分断面図に示すように、推進の1サイクルが終了するた
びに、推進した既設管8に新設管8aを接続するため、
発進立坑9で既設管8内に設置された送泥管4と排泥管
6とをそれぞれフレキシブル管3a,3bから切離す。
その後、発進立坑9に新設管8aを吊り降ろし、新設管
8a内に設置された送泥管4aと排泥管6aの一方の端
部を既設管8内に設置された送泥管4と排泥管6とに接
続し、送泥管4aと排泥管6aの他方の端部をフレキシ
ブル管3a,3bに接続する。そして新設管8aを既設
管8に接合してから再び推進を行なう。
In this muddy water propulsion method, as shown in the partial cross-sectional view of FIG. 9, every time one cycle of propulsion is completed, a new pipe 8a is connected to the propelled existing pipe 8.
The starting pipe 9 separates the mud feeding pipe 4 and the mud discharging pipe 6 installed in the existing pipe 8 from the flexible pipes 3a and 3b, respectively.
Thereafter, the new pipe 8a is suspended from the starting shaft 9 and one end of the mud pipe 4a and the mud pipe 6a installed in the new pipe 8a is separated from the mud pipe 4 installed in the existing pipe 8 by the drain pipe 4a. The other end of the mud feeding pipe 4a and the other end of the mud discharging pipe 6a are connected to the flexible pipes 3a and 3b. Then, the new pipe 8a is joined to the existing pipe 8, and then the propulsion is performed again.

【0004】[0004]

【発明が解決しようとする課題】上記のように推進の1
サイクルが終了するたびに、発進立坑9で既設管8内に
設置された送泥管4と排泥管6とをフレキシブル管3
a,3bから切離し、既設管8内に設置された送泥管4
と排泥管6に新設管8a内に設置された送泥管4aと排
泥管6aとをそれぞれ接続してから新設管8aを既設管
8に接合しているが、推進管として鋼管を布設する場合
には新設管8aを既設管8に全周溶接して接合してい
る。この新設管8aを既設管8に溶接するときに、先に
接続した送泥管4と排泥管6が邪魔になり開先合わせを
する芯出治具を使うことができず、開先合わせを正確に
行なうことが困難であり、溶接不良が生じる危険性があ
った。また、X線透過試験等により溶接状態を確認する
必要があるが、X線透過画像等に先に接続した送泥管4
と排泥管6の画像が現れ、溶接部の検査を正確に行なう
ことは困難であるという短所があった。
SUMMARY OF THE INVENTION As described above,
Each time the cycle is completed, the sludge pipe 4 and the sludge pipe 6 installed in the existing pipe 8 at the starting shaft 9 are connected to the flexible pipe 3.
a, 3b, and the mud pipe 4 installed in the existing pipe 8
The new pipe 8a is joined to the existing pipe 8 after connecting the sludge pipe 4a and the drain pipe 6a installed in the new pipe 8a to the drain pipe 6 respectively, but a steel pipe is laid as a propulsion pipe. In this case, the new pipe 8a is joined to the existing pipe 8 by welding all around. When the new pipe 8a is welded to the existing pipe 8, the mud feed pipe 4 and the drain pipe 6 which are connected earlier become an obstacle, and a centering jig for aligning the groove cannot be used. It was difficult to carry out the welding accurately, and there was a risk of poor welding. In addition, it is necessary to check the welding state by an X-ray transmission test or the like.
And the image of the exhaust pipe 6 appears, and it is difficult to accurately inspect the welded portion.

【0005】この短所は新設管8aを既設管8に接合し
てから送泥管4,排泥管6を接続すれば解消できるが、
小口径管の場合には内部に入って作業できないため、新
設管8aを既設管8に接合してから送泥管4,排泥管6
を接続することは困難であった。
[0005] This disadvantage can be solved by connecting the new pipe 8a to the existing pipe 8 and then connecting the sludge pipe 4 and the sludge pipe 6;
In the case of a small-diameter pipe, since it is impossible to work inside the pipe, the new pipe 8a is joined to the existing pipe 8, and then the mud feed pipe 4, the mud pipe 6
It was difficult to connect.

【0006】この発明はかかる短所を解消するためにな
されたものであり、小口径の推進管でも確実に溶接して
接合することができる送排泥管接続方法を提供すること
を目的とするものである。
SUMMARY OF THE INVENTION The present invention has been made to solve such a disadvantage, and an object of the present invention is to provide a method of connecting a feed / discharge pipe capable of reliably welding and joining even a small-diameter propulsion pipe. It is.

【0007】[0007]

【課題を解決するための手段】この発明に係る送排泥管
接続方法は、推進する管内に配置され泥水を輸送する送
泥管と排泥水を輸送する排泥管とをそれぞれ少なくとも
推進管の1本分の長さだけ伸縮する伸縮継手を介して掘
進機に接続し、上記伸縮継手を伸長した状態で推進し、
推進終了後、既設管内に配置された送泥管と排泥管から
泥水処理施設に連結されたフレキシブル管を取外し、既
設管内に配置された送泥管と排泥管に新設管内に配置さ
れた送泥管と排泥管をそれぞれ接続し、伸長した伸縮継
手を縮小して送泥管と排泥管を既設管内に収納した後、
既設管と新設管を接合し、既設管と新設管を接合した
後、伸縮継手を伸長させて送泥管と排泥管と送泥管と排
泥管の端部にそれぞれフレキシブル管を連結することを
特徴とする。
SUMMARY OF THE INVENTION According to the present invention, there is provided a method of connecting a muddy pipe connected to a propulsion pipe. Connected to the excavator via an expansion joint that expands and contracts by one length, and propelled in a state where the expansion joint was extended,
After the propulsion, the flexible pipe connected to the muddy water treatment facility was removed from the mud pipe and the mud pipe arranged in the existing pipe, and the mud pipe and the mud pipe arranged in the existing pipe were placed in the new pipe. After connecting the sludge pipe and the sludge pipe respectively, reducing the extended expansion joint and storing the sludge pipe and the sludge pipe in the existing pipe,
After joining the existing pipe and the new pipe, joining the existing pipe and the new pipe, extend the expansion joint and connect the flexible pipe to the mud pipe, the mud pipe, the mud pipe and the end of the mud pipe respectively. It is characterized by the following.

【0008】[0008]

【作用】この発明においては、推進管内に配置され泥水
と排泥水を輸送する送泥管と排泥管とを少なくとも推進
管の1本分伸縮する伸縮継手を介して接続し、管を推進
するときには伸縮継手を伸長して推進する管内全体に送
泥管と排泥管を配置する。1サイクルの推進が終了し、
推進した既設管に新設管を接続するときに、既設管内に
配置された送泥管と排泥管からフレキシブル管を取外
し、既設管内に配置された送泥管と排泥管に新設管内に
配置された送泥管と排泥管を連結してから伸長している
伸縮継手を縮小して送泥管と排泥管の全体を既設管内に
収納し、既設管と新設管の接合部から送泥管と排泥管を
除去する。このように既設管と新設管の接合部に送泥管
と排泥管がない状態で既設管に対して新設管の芯出しを
行ない既設管と新設管を溶接する。
According to the present invention, the pipes are propelled by connecting the mud pipes and the mud pipes arranged in the propulsion pipe for transporting the muddy water and the muddy water through expansion joints which expand and contract by at least one propulsion pipe. Occasionally, a mud sending pipe and a mud draining pipe are arranged in the entire pipe for extending and propelling the expansion joint. One cycle promotion is over,
When connecting the new pipe to the propelled existing pipe, remove the flexible pipe from the mud pipe and the mud pipe arranged in the existing pipe, and place them in the new pipe in the mud pipe and the mud pipe arranged in the existing pipe. After connecting the supplied mud pipe and the drain pipe, the expanding expansion joint is reduced, the entire mud pipe and the mud pipe are stored in the existing pipe, and the pipe is sent from the junction between the existing pipe and the new pipe. Remove mud pipes and drain pipes. As described above, the existing pipe is centered on the existing pipe and the existing pipe and the new pipe are welded in a state where there is no mud feed pipe and no drain pipe at the junction between the existing pipe and the new pipe.

【0009】[0009]

【実施例】図1,図2はこの発明の一実施例の泥水式推
進工法を示し、図1は側面断面図、図2は上面断面図で
ある。図に示すように、掘進機1に泥水を輸送する送泥
管4と掘進機1で掘削した土砂を取り込んだ排泥水を輸
送する排泥管6は掘進機1に伸縮装置10を介して接続
されている。伸縮装置10は、例えば図3に示すよう
に、多段形の伸縮管からなり、内部に泥水が入ったまま
で少なくとも推進管の1本分の長さだけ伸縮する2組の
伸縮継手11a,11bと、伸縮継手11a,11bの
両端部に固定された多段形油圧シリンダ12と、多段形
油圧シリンダ12に作動油を供給する油圧ユニット13
とを有する。伸縮継手11aは掘進機1と送泥管4との
間に接続され、伸縮継手11bは掘進機1と排泥管6と
の間に接続されている。送泥管4と排泥管6の下部には
回転自在な走行輪14が取り付けられ、走行輪14の回
転により送泥管4と排泥管6は推進管の内面に沿って移
動できるようになっている。
1 and 2 show a muddy water propulsion method according to an embodiment of the present invention. FIG. 1 is a side sectional view, and FIG. 2 is a top sectional view. As shown in the figure, a mud feed pipe 4 for transporting muddy water to the excavator 1 and a mud drainage pipe 6 for transporting muddy water containing sediment excavated by the excavator 1 are connected to the excavator 1 via a telescopic device 10. Have been. As shown in FIG. 3, for example, the telescopic device 10 is composed of a multi-stage telescopic tube, and has two sets of telescopic joints 11a and 11b that expand and contract by at least the length of one propulsion pipe while muddy water is contained therein. A multi-stage hydraulic cylinder 12 fixed to both ends of expansion joints 11a and 11b, and a hydraulic unit 13 for supplying hydraulic oil to the multi-stage hydraulic cylinder 12
And The expansion joint 11 a is connected between the excavator 1 and the mud pipe 4, and the expansion joint 11 b is connected between the excavator 1 and the drain pipe 6. A rotatable traveling wheel 14 is attached to a lower portion of the mud pipe 4 and the drain pipe 6 so that the mud pipe 4 and the drain pipe 6 can move along the inner surface of the propulsion pipe by the rotation of the traveling wheel 14. Has become.

【0010】そして管8を推進するときは、図1、図2
に示すように、油圧ユニット13を駆動して多段形油圧
シリンダ12により伸縮継手11a,11bを伸長さ
せ、推進する管8の全体に送泥管4と排泥管6とを配置
しておく。この状態で泥水処理施設7から送り出される
泥水をフレキシブル管3aと送泥管4及び伸縮継手11
aを通して掘削機1に供給しながら推進し、掘削機1で
掘削した土砂を取り込んだ排泥水を伸縮継手11bと排
泥管6及びフレキシブル管3bを通して泥水処理施設7
に送っている。
When the pipe 8 is propelled, FIGS.
As shown in (1), the hydraulic unit 13 is driven to extend the expansion joints 11a and 11b by the multi-stage hydraulic cylinder 12, and the mud feeding pipe 4 and the mud discharging pipe 6 are arranged over the entire pipe 8 to be propelled. In this state, the muddy water sent from the muddy water treatment facility 7 is supplied to the flexible pipe 3a, the muddy pipe 4, and the expansion joint 11
a through the expansion joint 11b, the mud pipe 6 and the flexible pipe 3b, the muddy water treatment facility 7
Sent to.

【0011】この泥水式推進工法において1サイクルの
推進が終了し、既設管8に新設管8aを接続するときの
動作を図4の施工工程図を参照して説明する。なお、図
4においては図を簡略化するため送泥管4と排泥管6の
うち送泥管4だけを示してある。
The operation when one cycle of propulsion is completed in this muddy water propulsion method and the new pipe 8a is connected to the existing pipe 8 will be described with reference to the construction process diagram of FIG. In FIG. 4, only the sludge pipe 4 of the sludge pipe 4 and the sludge pipe 6 is shown for simplification of the drawing.

【0012】まず、図4(a)に示すように、発進立坑
9内で既設管8内に配置されている送泥管4と排泥管6
からからフレキシブル管3a,3bを取り外した後、発
進立坑9に新設管8aを吊り降ろして、図4(b)に示
すように、新設管8a内に設置された送泥管4aと排泥
管6aの一方の端部を既設管8内に設置された送泥管4
と排泥管6とに接続する。次ぎに、油圧ユニット13を
駆動して多段形油圧シリンダ12により伸縮継手11
a,11bを縮小し、新しく接続した送泥管4aと排泥
管6aを含む送泥管4と排泥管6の全体を既設管8内に
収納する。このように送泥管4と排泥管6の全体を既設
管8内に収納することにより、既設管8と新設管8aの
接合部から送泥管4と排泥管6を除去することができ
る。
First, as shown in FIG. 4A, a mud feeding pipe 4 and a mud discharging pipe 6 arranged in an existing pipe 8 in a starting shaft 9.
After the flexible pipes 3a and 3b are removed from the pipe, the new pipe 8a is suspended from the starting shaft 9, and as shown in FIG. 4 (b), the mud pipe 4a and the mud pipe installed in the new pipe 8a. 6a is connected to one end of the mud pipe 4 installed in the existing pipe 8.
And the exhaust pipe 6. Next, the hydraulic unit 13 is driven and the expansion joint 11 is moved by the multi-stage hydraulic cylinder 12.
a and 11b are reduced, and the whole of the sludge pipe 4 and the sludge pipe 6 including the newly connected sludge pipe 4a and sludge pipe 6a are stored in the existing pipe 8. By storing the entirety of the sludge pipe 4 and the sludge pipe 6 in the existing pipe 8 in this way, it is possible to remove the sludge pipe 4 and the sludge pipe 6 from the junction between the existing pipe 8 and the new pipe 8a. it can.

【0013】この状態で既設管8に対して新設管8aの
芯合わせを行ない、既設管8と新設管8aの溶接作業を
実行する。この溶接作業を行なうときに既設管8と新設
管8aの接合部から送泥管4と排泥管6が除去してある
から治具を使って確実に芯合わせを行なうことができる
とともに、溶接後のX線透過試験を精度良く行なうこと
ができ、良質な溶接を行なうことができる。
In this state, the center of the new pipe 8a is aligned with the existing pipe 8, and the welding of the existing pipe 8 and the new pipe 8a is performed. When performing this welding operation, since the mud feed pipe 4 and the mud discharge pipe 6 are removed from the joint between the existing pipe 8 and the new pipe 8a, the centering can be reliably performed using a jig, and the welding can be performed. The subsequent X-ray transmission test can be performed with high accuracy, and high-quality welding can be performed.

【0014】既設管8と新設管8aの溶接が終了した
後、図4(d)に示すように、再び油圧ユニット13を
駆動して多段形油圧シリンダ12により伸縮継手11
a,11bを伸長させ、推進する管8全体に送泥管4と
排泥管6とを配置する。そして送泥管4と排泥管6の端
部にそれぞれフレキシブル管3a,3bを接続し、送泥
管4を介して泥水を供給し、排泥管6を介して排泥水を
回収しながら推進する。そして、1サイクルの推進が終
了するたびに上記工程を繰り返す。この工程を繰り返す
ときに、伸縮継手11a,11bを出力の大きい多段形
油圧シリンダ12により伸縮するから簡単に伸縮するこ
とができる。
After the welding of the existing pipe 8 and the new pipe 8a is completed, the hydraulic unit 13 is driven again to drive the expansion joint 11 by the multi-stage hydraulic cylinder 12 as shown in FIG.
a, 11b are extended, and the mud feeding pipe 4 and the mud discharging pipe 6 are arranged over the entire pipe 8 to be propelled. Flexible pipes 3a and 3b are connected to the ends of the sludge pipe 4 and the sludge pipe 6, respectively, to supply muddy water through the sludge pipe 4, and to collect the sludge water through the sludge pipe 6 while propelling. I do. Each time one cycle of the propulsion is completed, the above steps are repeated. When this process is repeated, the expansion joints 11a and 11b can be easily expanded and contracted by the multi-stage hydraulic cylinder 12 having a large output.

【0015】なお、上記実施例は伸縮継手11a,11
bを多段形の伸縮管で構成した場合について説明した
が、図5に示すように、蛇腹ホ−ス15からなる伸縮継
手11a,11bを使用しても良い。
Note that the above-described embodiment uses the expansion joints 11a and 11a.
Although the case where b is constituted by a multi-stage telescopic tube has been described, the telescopic joints 11a and 11b composed of the bellows hose 15 may be used as shown in FIG.

【0016】また、上記実施例は伸縮継手11a,11
bを多段形油圧シリンダ12により伸縮する場合につい
て説明したが、ロ−プ,ベルト,チェ−ン等を利用した
巻掛機構を使用し、油圧モ−タや電動モ−タを駆動して
伸縮継手11a,11bを伸縮するようにしても良い。
In the above embodiment, the expansion joints 11a, 11a
Although the case where b is extended and retracted by the multi-stage hydraulic cylinder 12 has been described, a winding mechanism using a rope, a belt, a chain, or the like is used to drive the hydraulic motor or the electric motor to extend and retract. The joints 11a and 11b may be expanded and contracted.

【0017】例えば図6に示すように、伸縮継手11
a,11bの後端部に取り付けられた油圧モ−タ15で
駆動するプ−リ16に複数回巻回したワイヤロ−プ17
の端部を伸縮継手11a,11bを保持するフレ−ム1
8の前端部19と後端部20に固定し、油圧モ−タ15
を正逆転することにより伸縮継手11a,11bを簡単
に伸縮することができる。
For example, as shown in FIG.
a, a wire rope 17 wound a plurality of times around a pulley 16 driven by a hydraulic motor 15 attached to the rear end of the wire rope 17;
Frame 1 holding end of expansion joints 11a and 11b
8 are fixed to the front end 19 and the rear end 20 of the hydraulic motor 15.
Can be easily expanded and contracted by rotating the expansion joints 11a and 11b.

【0018】また、図7に示すように、端部をフレ−ム
18の前端部19と後端部20に固定したワイヤロ−プ
17と、伸縮継手11a,11bの後端部にフレ−ム1
8の前端部19側を向いて取り付けられたプ−リ21
と、フレ−ム18の先端部に取り付けられ油圧モ−タ1
5で駆動するプ−リ22と、フレ−ム18の後端部に取
り付けられたプ−リ23及び伸縮継手11a,11bの
後端部にフレ−ム18の後端部20側を向いて取り付け
られたプ−リ24を有し、各プ−リ21〜24にワイヤ
ロ−プ17を巻き掛けた横行装置を使用しても、油圧モ
−タ15を正逆転することにより伸縮継手11a,11
bを伸縮することができる。
As shown in FIG. 7, a wire rope 17 having ends fixed to a front end 19 and a rear end 20 of a frame 18, and a frame provided at the rear ends of expansion joints 11a and 11b. 1
Pulley 21 mounted facing the front end 19 of the pulley 8
And the hydraulic motor 1 attached to the end of the frame 18
5 and a pulley 23 attached to the rear end of the frame 18 and the rear ends of the expansion joints 11a and 11b facing the rear end 20 of the frame 18. Even if a traversing device having a pulley 24 mounted thereon and a wire rope 17 wound around each of the pulleys 21 to 24 is used, the expansion joints 11a, 11a, 11
b can be expanded or contracted.

【0019】[0019]

【発明の効果】この発明は以上説明したように、推進管
内に配置され泥水と排泥水を輸送する送泥管と排泥管と
を少なくとも推進管の1本分伸縮する伸縮継手を介して
接続し、推進管を推進するときには伸縮継手を伸長して
推進し、推進管を接続するときには伸縮継手を縮小して
送泥管と排泥管を管の接合部から除去するようにしたか
ら、推進管を溶接するときに、開先合わせをするための
芯出治具を使用することができ、確実に開先合わせを行
なうことができるとともに溶接後のX線透過試験を精度
良く行なうことができ、良質な溶接で推進管を接合する
ことができる。
As described above, according to the present invention, a mud feeding pipe and a mud pipe arranged in a propulsion pipe for transporting muddy water and muddy water are connected via an expansion joint which expands and contracts at least one propulsion pipe. When the propulsion pipe is propelled, the expansion joint is extended and propelled, and when the propulsion pipe is connected, the expansion joint is contracted to remove the mud pipe and the exhaust pipe from the joint of the pipe. When welding pipes, a centering jig can be used to adjust the groove, and the groove can be surely aligned and the X-ray transmission test after welding can be performed accurately. The propulsion pipe can be joined by high quality welding.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明の実施例の泥水式推進工法を示す側面
断面図である。
FIG. 1 is a side sectional view showing a muddy water propulsion method according to an embodiment of the present invention.

【図2】上記実施例の推進部を示す上面断面図である。FIG. 2 is a top sectional view showing a propulsion unit of the embodiment.

【図3】上記実施例の伸縮装置を示す構成図である。FIG. 3 is a configuration diagram showing a telescopic device of the embodiment.

【図4】既設管と新設管を接続する工程を示す接続工程
図である。
FIG. 4 is a connection process diagram showing a process of connecting an existing pipe and a new pipe.

【図5】第2の実施例の伸縮装置を示す構成図である。FIG. 5 is a configuration diagram showing a telescopic device according to a second embodiment.

【図6】第3の実施例の伸縮装置を示す構成図である。FIG. 6 is a configuration diagram illustrating a telescopic device according to a third embodiment.

【図7】第4の実施例の伸縮装置を示す構成図である。FIG. 7 is a configuration diagram illustrating a telescopic device according to a fourth embodiment.

【図8】泥水式推進工法の構成を示す断面図である。FIG. 8 is a sectional view showing a configuration of a muddy water propulsion method.

【図9】新設管の接続状態を示す部分断面図である。FIG. 9 is a partial cross-sectional view showing a connection state of a new pipe.

【符号の説明】[Explanation of symbols]

3a,3b フレキシブル管 4 送泥管 6 排泥管 8 既設管 8a 新設管 9 発進立坑 10 伸縮装置 11a,11b 伸縮継手 12 多段形油圧シリンダ 13 油圧ユニット 14 走行輪 15 油圧モ−タ 16 プ−リ 17 ワイヤロ−プ 21〜24 プ−リ 3a, 3b Flexible pipe 4 Mud feeding pipe 6 Drain pipe 8 Existing pipe 8a New pipe 9 Starting shaft 10 Telescopic device 11a, 11b Expansion joint 12 Multistage hydraulic cylinder 13 Hydraulic unit 14 Traveling wheel 15 Hydraulic motor 16 Puri 17 Wire rope 21-24 pulley

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中島 隆 東京都千代田区丸の内一丁目1番2号 日本鋼管株式会社内 (72)発明者 松元 照幸 東京都千代田区丸の内一丁目1番2号 日本鋼管株式会社内 (72)発明者 松尾 安弘 神奈川県厚木市下津古久122−6 (72)発明者 古屋 聡 神奈川県平塚市南豊田391−3 ハッピ −シャト−201号 (72)発明者 向井 聡 大阪府茨木市西福井二丁目12−5 (72)発明者 宮崎 健一郎 兵庫県神戸市西区伊川谷町有瀬131−2 −905 (56)参考文献 特開 昭61−95200(JP,A) 特開 昭60−5997(JP,A) 特開 昭58−106095(JP,A) 特開 昭61−83799(JP,A) 実開 昭61−101188(JP,U) (58)調査した分野(Int.Cl.7,DB名) F16L 1/024 ────────────────────────────────────────────────── ─── Continuing on the front page (72) Takashi Nakajima, 1-2-1, Marunouchi, Chiyoda-ku, Tokyo Nippon Kokan Co., Ltd. (72) Teruyuki Matsumoto 1-2-1, Marunouchi, Chiyoda-ku, Tokyo Nippon Kokan (72) Inventor Yasuhiro Matsuo 122-6 Shimotsu Kokyu, Atsugi-shi, Kanagawa Prefecture (72) Inventor Satoshi Furuya 391-3 Minami-Toyoda, Hiratsuka-shi, Kanagawa Prefecture Happi-Shat-201 (72) Inventor Satoshi Mukai Ibaraki, Osaka Prefecture 2-12-5, Nishifukui, Nishi-shi (72) Inventor Kenichiro Miyazaki 131-2-905, Aruse, Igawaya-cho, Nishi-ku, Kobe-shi, Hyogo (56) References JP-A-61-95200 (JP, A) JP-A-60-5997 (JP, a) JP Akira 58-106095 (JP, a) JP Akira 61-83799 (JP, a) JitsuHiraku Akira 61-101188 (JP, U) (58 ) investigated the field (Int.Cl. 7 , DB name) F16L 1/024

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 泥水処理施設から送られる泥水中に掘削
した土砂を取り込み排泥水として泥水処理施設に輸送し
ながら掘進する泥水式推進工法において、 推進する管内に配置され泥水を輸送する送泥管と排泥水
を輸送する排泥管とをそれぞれ少なくとも推進管の1本
分の長さだけ伸縮する伸縮継手を介して掘進機に接続
し、 上記伸縮継手を伸長した状態で推進し、推進終了後、既
設管内に配置された送泥管と排泥管から泥水処理施設に
連結されたフレキシブル管を取外し、既設管内に配置さ
れた送泥管と排泥管に新設管内に配置された送泥管と排
泥管をそれぞれ接続し、 伸長した伸縮継手を縮小して送泥管と排泥管を既設管内
に収納した後、既設管と新設管を接合し、 既設管と新設管を接合した後、伸縮継手を伸長させて送
泥管と排泥管と送泥管と排泥管の端部にそれぞれフレキ
シブル管を連結することを特徴とする送排泥管接続方
法。
In a muddy water propulsion method in which sediment excavated in muddy water sent from a muddy water treatment facility is taken out and transported to the muddy water treatment facility as muddy water, the mud pipe is disposed in a pipe to be propelled and transports muddy water. And a mud pipe for transporting mud water are connected to the excavator via expansion joints that expand and contract by at least the length of at least one propulsion pipe, and the expansion joint is propelled in an extended state. The flexible pipe connected to the muddy water treatment facility is removed from the mud pipe and the mud pipe arranged in the existing pipe, and the mud pipe arranged in the new pipe in the mud pipe and the mud pipe arranged in the existing pipe. After connecting the pipe and the mud pipe, the expanded expansion joint is reduced, the mud pipe and the mud pipe are stored in the existing pipe, the existing pipe and the new pipe are joined, and the existing pipe and the new pipe are joined. , The expansion joint is extended, Supply and discharge mud pipe connection method characterized by connecting the respective flexible pipe to the end of the mud pipe and the waste sludge tube.
JP22744694A 1994-08-30 1994-08-30 How to connect the pipe Expired - Fee Related JP3242266B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22744694A JP3242266B2 (en) 1994-08-30 1994-08-30 How to connect the pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22744694A JP3242266B2 (en) 1994-08-30 1994-08-30 How to connect the pipe

Publications (2)

Publication Number Publication Date
JPH0868476A JPH0868476A (en) 1996-03-12
JP3242266B2 true JP3242266B2 (en) 2001-12-25

Family

ID=16861004

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22744694A Expired - Fee Related JP3242266B2 (en) 1994-08-30 1994-08-30 How to connect the pipe

Country Status (1)

Country Link
JP (1) JP3242266B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100805951B1 (en) * 2007-10-01 2008-02-21 시마건설 주식회사 Topsoil block of Isu pressure pipeline propulsion method

Also Published As

Publication number Publication date
JPH0868476A (en) 1996-03-12

Similar Documents

Publication Publication Date Title
JP3242266B2 (en) How to connect the pipe
JP3836467B2 (en) Tunnel excavator
JP2002357083A (en) Apparatus and method for repairing existing pipeline
JPH0441890A (en) Drilling device for hard material
JP3815731B2 (en) Promotion tunnel removal / backfill method
JP2001115781A (en) Pipe extension method in shield method
JP3836468B2 (en) Tunnel excavator
JP2019090215A (en) Shield machine and method for excavating shield machine
CN117027866A (en) An excavation-free removal device and construction method for abandoned pipelines
JP3853325B2 (en) How to collect and recover shield excavators
CN210829276U (en) Shield does not have burden ring and begins structure
JP3242268B2 (en) How to connect the pipe
CN114233306A (en) Multifunctional tunneling device
JP3242267B2 (en) How to connect the pipe
JP3705293B1 (en) How to start a shield machine
JP3113176B2 (en) Groove protection for steel pipe for propulsion method
JPH04362386A (en) Existing pipe replacing method
JP2891536B2 (en) Manufacturing method of lining pipe
JP2863436B2 (en) Double pipe propulsion method
JP2754281B2 (en) Tunnel piping method
JPH07224593A (en) Double pipe propulsion method
CN115898426A (en) A kind of forming tunnel diameter expansion equipment and its construction method
JPS6033199Y2 (en) Erector piping system for shield excavator
JP2573463B2 (en) Double pipe propulsion method
JP2542205Y2 (en) Sludge pipe system for shield method

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees