JP3242267B2 - How to connect the pipe - Google Patents

How to connect the pipe

Info

Publication number
JP3242267B2
JP3242267B2 JP22744794A JP22744794A JP3242267B2 JP 3242267 B2 JP3242267 B2 JP 3242267B2 JP 22744794 A JP22744794 A JP 22744794A JP 22744794 A JP22744794 A JP 22744794A JP 3242267 B2 JP3242267 B2 JP 3242267B2
Authority
JP
Japan
Prior art keywords
pipe
mud
muddy water
sludge
existing
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
JP22744794A
Other languages
Japanese (ja)
Other versions
JPH0875047A (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 JP22744794A priority Critical patent/JP3242267B2/en
Publication of JPH0875047A publication Critical patent/JPH0875047A/en
Application granted granted Critical
Publication of JP3242267B2 publication Critical patent/JP3242267B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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 of connecting a water supply / discharge mud pipe arranged in a propulsion pipe for laying a pipe such as a water pipe, a gas pipe, an oil pipe or the like 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6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. 6, 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7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 a partial sectional view of FIG. 7, 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から切離しているため、送泥管4と排泥管6内
の泥水や排泥水が切離し端部から発進立坑9内に流出す
る。この送泥管4と排泥管6内の泥水や排泥水の量は一
般的に推進距離が長くなるほど多くなり、多量の泥水や
排泥水が推進の1サイクル毎に流出し、発進立坑9内だ
けでなく既設管8の内部をも汚すとともに土砂が溜って
しまい、それの処理が容易でなかった。また、発進立坑
9内に湧水がある場合には湧水を排出するが、この排出
する水に多量の泥水や排泥水が混じり、排水路に目づま
り等が生じ、排水が円滑にできなくなってしまう。
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.
Since it is separated from the a and 3b, the muddy water and the muddy water in the mud feeding pipe 4 and the mud discharging pipe 6 are separated and flow out from the end into the starting shaft 9. Generally, the longer the propulsion distance, the larger the amount of muddy water and muddy water in the mud pipe 4 and the drainage pipe 6 becomes, and a large amount of muddy water and muddy water flows out in each cycle of propulsion. Not only that, the inside of the existing pipe 8 was not only soiled, but also sediment accumulated, and it was not easy to treat it. If there is spring water in the starting shaft 9, the spring water is discharged. However, the discharged water is mixed with a large amount of muddy water or muddy water, and the drainage channel is clogged, and the drainage cannot be performed smoothly. Would.

【0005】また、ヒュ−ム管等を布設する場合には、
新設管8a内に設置された送泥管4aと排泥管6aと既
設管8内に設置された送泥管4と排泥管6とを接続して
から新設管8aを既設管8に接合しても特に問題はない
が、鋼管を布設する場合には新設管8aを既設管8に全
周溶接して接合するため、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、溶接部の開先合わせをするための芯出治具を使用
することができず、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。
When laying a hume tube or the like,
The new pipe 8a is connected to the existing pipe 8 after connecting the mud pipe 4a and the drain pipe 6a installed in the new pipe 8a with the mud pipe 4 and the drain pipe 6 installed in the existing pipe 8. Although there is no particular problem, when the steel pipe is laid, the new pipe 8a is welded to the existing pipe 8 by joining the entire circumference of the new pipe 8a. The sludge pipe 4 and the sludge pipe 6 hinder the use of a centering jig for aligning the groove of the welded portion, and there is a risk of poor welding.
In addition, it is necessary to confirm the welding state by an X-ray transmission test or the like, but the images of the mud pipe 4 and the drain pipe 6 connected earlier appear on the X-ray transmission image and the like, and the inspection of the welded portion is performed accurately. The disadvantage was that it was difficult.

【0006】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。
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 to the pipe.
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.

【0007】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、推進する新設管を既設管に接続する
ときに送排泥管から流出する泥水や排泥水を極力減少す
るとともに小口径管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 the above-mentioned disadvantages. When connecting a new pipe to be propelled to an existing pipe, muddy water and muddy water flowing out of the sending / discharging pipe are reduced as much as possible and a small-diameter pipe is used. It is an object of the present invention to provide a method of connecting a feed / discharge pipe capable of reliably welding and joining even a propulsion pipe.

【0008】[0008]

【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柔軟で圧縮復元性能
が良好な合成樹脂管で形成し、上記送泥管と排泥管とを
あらかじめコイル状またはスパイラル状に巻回して掘進
機の後方に配置し、推進終了後、推進した管内で既設の
送泥管と排泥管を圧縮して押しつぶした後、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、送泥管と排泥管の先端部を折り曲げたり折り畳ん
で推進した既設管内に収容した後、既設管と新設管を接
合し、既設管と新設管を接合した後、送泥管と排泥管と
を接続した推進管の長さに応じた長さだけ引き出してか
ら折り曲げたり折り畳んだ送泥管と排泥管を復元し、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し
て送泥管と排泥管の押しつぶしを解除することを特徴と
する。上記送泥管と排泥管とを中密度ポリエチレン管で
形成すると良い。
SUMMARY OF THE INVENTION A method for connecting a mud pipe according to the present invention is a method for connecting a mud pipe arranged in a propelling pipe for transporting mud water and a mud pipe for transporting mud water with a flexible and compressive restoration performance. Is formed of a good synthetic resin pipe, the above-mentioned mud feed pipe and the drain pipe are wound in advance in a coil shape or spiral shape, and arranged behind the excavator. After compressing and crushing the pipe and mud pipe, the flexible pipe connected to the muddy water treatment facility was removed from the mud pipe and mud pipe, and the tips of the mud pipe and mud pipe were bent or folded and propelled. After being housed in the existing pipe, the existing pipe and the new pipe are joined, and after joining the existing pipe and the new pipe, pull out by the length corresponding to the length of the propulsion pipe that connects the mud pipe and the exhaust pipe. Restore the sludge pipe and the flue pipe that was bent or folded from the end of the sludge pipe and the sludge pipe. Respectively, characterized in that to release the squeezing of Okudoro pipe and the waste sludge pipe by connecting a flexible tube. It is preferable that the above-mentioned mud feeding pipe and drain pipe are formed of a medium density polyethylene pipe.

【0009】[0009]

【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柔軟で圧縮復元
性能が良好な合成樹脂管で形成する。この合成樹脂管と
して中密度ポリエチレン管で形成すると、中密度ポリエ
チレン管はその特徴として50A以下の小口径ではコイル
状に巻回して供給され、かつ管を押しつぶして管内流体
を遮断することができる。そこで、あらかじめコイル状
またはスパイラル状に巻回した送泥管と排泥管とを掘進
機の後方に配置しておく。そして1サイクルの推進が終
了して、推進した既設管に新設管を接続するときに、既
設管内で送泥管と排泥管を圧縮して押しつぶして送泥管
と排泥管内の泥水と排泥水を遮断し、送泥管と排泥管か
らフレキシブル管を取外したときに、送泥管と排泥管内
の泥水と排泥水が外部に流出することを防ぐ。
According to the present invention, the mud feeding pipe and the mud discharging pipe which are arranged in the propulsion pipe and transport muddy water and muddy water are formed of a synthetic resin pipe which is flexible and has good compression / recovery performance. When this synthetic resin tube is formed of a medium density polyethylene tube, the medium density polyethylene tube is supplied in a coil shape at a small diameter of 50 A or less, and can crush the tube to shut off fluid in the tube. Therefore, a sludge pipe and a sludge pipe wound in advance in a coil or spiral form are arranged behind the excavator. When one cycle of propulsion is completed and the new pipe is connected to the propelled existing pipe, the mud pipe and the mud pipe are compressed and crushed in the existing pipe, and the muddy water in the mud pipe and the mud pipe is discharged. The mud water is shut off, and when the flexible pipe is removed from the mud pipe and the mud pipe, the mud water and the mud water in the mud pipe and the mud pipe are prevented from flowing out.

【0010】送泥管と排泥管内の泥水と排泥水を遮断し
て、泥水と排泥水の処理施設に連結されたフレキシブル
管を取外した後、送泥管と排泥管を折り曲げて既設管内
に収容してから既設管と新設管を接合する。この既設管
と新設管を接合するときに既設管と新設管の接合部には
送泥管と排泥管がないから、既設管と新設管を溶接によ
り接合することができる。
[0010] The muddy water and the muddy water in the mud pipe and the mud pipe are shut off, the flexible pipe connected to the muddy water and the muddy water treatment facility is removed, and then the mud pipe and the mud pipe are bent and the existing pipe is bent. Then, the existing pipe and the new pipe are joined. When joining the existing pipe and the new pipe, the existing pipe and the new pipe have no mud feed pipe and no drain pipe, so that the existing pipe and the new pipe can be joined by welding.

【0011】既設管と新設管を接合した後、コイル状ま
たはスパイラル状に巻回した送泥管と排泥管とを接続し
た新設管の長さに応じた長さだけ引き出し、折り曲げた
送泥管と排泥管を復元して、新設管内に送泥管と排泥管
とを配置する。この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して送泥管と排泥管の押しつぶしを
解除して再び推進を開始する。
After joining the existing pipe and the new pipe, the mud pipe is drawn out by a length corresponding to the length of the new pipe connecting the mud pipe and the mud pipe wound in a coil or spiral shape and bent. The pipes and mud pipes will be restored and the mud pipes and mud pipes will be placed in the new pipe. Flexible pipes are respectively connected to the ends of the mud pipe and the mud pipe to release the crushing of the mud pipe and the mud pipe, and then the propulsion starts again.

【0012】[0012]

【実施例】図1はこの発明の一実施例の泥水式推進工法
を示す断面図である。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は例えばガスの埋設管に使用される中密度
ポリエチレン管を使用している。この中密度ポリエチレ
ン管は柔軟で圧縮復元性能が良好であり、50A以下の小
口径ではコイル状に巻回して供給される。そこでドラム
10に巻回された送泥管4と、ドラム11に巻回された
排泥管6をあらかじめ掘進機1の後方に配置しておく。
そしてドラム10に巻回された送泥管4とドラム11に
巻回された排泥管6の一方の端部は掘進機1に接続され
ている。そして、新設管を既設管8に接続するたびに、
ドラム10,11に巻回された送泥管4と排泥管6を所
定長さだけ引き出し新設管内に配置する。
FIG. 1 is a sectional view showing a muddy water propulsion method according to an embodiment of the present invention. A mud pipe 4 for transporting mud water to the excavator 1 and a mud pipe 6 for transporting mud water taking in the earth and sand excavated by the excavator 1 are, for example, medium-density polyethylene pipes used for gas burying pipes. I have. This medium-density polyethylene tube is flexible and has good compression-recovery performance, and is supplied by being wound in a coil shape at a small diameter of 50 A or less. Therefore, the sludge pipe 4 wound on the drum 10 and the sludge pipe 6 wound on the drum 11 are arranged behind the excavator 1 in advance.
One end of the sludge pipe 4 wound around the drum 10 and one end of the sludge pipe 6 wound around the drum 11 are connected to the excavator 1. And every time the new pipe is connected to the existing pipe 8,
The sludge pipe 4 and the sludge pipe 6 wound around the drums 10 and 11 are drawn out by a predetermined length and arranged in the new pipe.

【0013】この泥水式推進工法により1サイクルの推
進が終了し、既設管8に新設管を接続するために送泥管
4と排泥管6から泥水処理施設7に連結されたフレキシ
ブル管3a,3bを取り外すときの動作を、図2の取外
し工程図を参照して説明する。なお、図2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1本だけを
示してある。
One cycle of propulsion is completed by this muddy water propulsion method, and the flexible pipes 3a, 3a, connected to the muddy water treatment facility 7 from the mud feed pipe 4 and the drainage pipe 6 to connect a new pipe to the existing pipe 8 The operation of removing 3b will be described with reference to the removal process diagram of FIG. In FIG. 2, only one of the mud pipe 4 and the mud pipe 6 is shown for simplification of the drawing.

【0014】まず、図2(a)に示すように、発進立坑
9内で既設管8の端部から所定距離離れた既設管8内の
位置に、送泥管4と排泥管6毎に加圧圧縮装置12を配
置する。この加圧圧縮装置12は油圧又は空圧で移動す
る一対の押え棒13を有し、送泥管4と排泥管6の上下
又は左右を一対の押え棒13で挾み込んで送泥管4と排
泥管6を局部的に加圧圧縮するものである。そして泥水
処理施設7の送水ポンプ2の駆動と排泥ポンプ5の駆動
を停止してから加圧圧縮装置12に油圧又は空圧を供給
し、一対の押え棒13で送泥管4を加圧圧縮する。送泥
管4を加圧圧縮すると、送泥管4は圧縮復元性能が良好
な中密度ポリエチレン管で形成されているから、図3の
部分断面図に示すように押しつぶされて、加圧圧縮装置
12から掘削機1までの送泥管4内に充満している泥水
を遮断する。排泥管6も同様に加圧圧縮装置12の押え
棒13で加圧圧縮し、加圧圧縮装置12から掘削機1ま
での排泥管6内に充満している排泥水を遮断する。この
状態で図2(b)に示すように、フレキシブル管3a,
3bをそれぞれ送泥管4と排泥管6から取り外す。この
ように送泥管4と排泥管6からフレキシブル管3a,3
bを取り外しても、送泥管4と排泥管6の大部分の管路
内の泥水と排泥水が遮断されているから、送泥管4と排
泥管6の管端部から流出する泥水と排泥水の量を大幅に
低減できる。
First, as shown in FIG. 2 (a), the mud feed pipe 4 and the mud discharge pipe 6 are placed in the starting shaft 9 at a position within the existing pipe 8 at a predetermined distance from the end of the existing pipe 8. The pressurizing and compressing device 12 is arranged. The pressurizing / compressing device 12 has a pair of presser rods 13 that move by hydraulic pressure or pneumatic pressure. 4 and the drainage pipe 6 are locally pressurized and compressed. Then, after the driving of the water pump 2 and the driving of the mud pump 5 of the muddy water treatment facility 7 are stopped, hydraulic or pneumatic pressure is supplied to the pressurizing and compressing device 12, and the mud feeding pipe 4 is pressurized by the pair of holding rods 13. Compress. When the mud pipe 4 is pressurized and compressed, the mud pipe 4 is formed of a medium-density polyethylene pipe having good compression / restoring performance, and is crushed as shown in the partial sectional view of FIG. The muddy water filling the mud pipe 4 from 12 to the excavator 1 is shut off. Similarly, the drainage pipe 6 is pressurized and compressed by the presser rod 13 of the pressurizing and compression device 12, and the drainage water filling the drainage pipe 6 from the pressurizing and compression device 12 to the excavator 1 is shut off. In this state, as shown in FIG.
3b is removed from the sludge pipe 4 and the sludge pipe 6, respectively. In this manner, the flexible pipes 3a, 3a
Even if b is removed, since the muddy water and the muddy water in most of the pipes of the mud pipe 4 and the mud pipe 6 are shut off, the mud flows out of the pipe ends of the mud pipe 4 and the mud pipe 6. The amount of mud and waste water can be greatly reduced.

【0015】次ぎに、送泥管4と排泥管6からフレキシ
ブル管3a,3bを取り外した後、推進管として鋼管を
使用する場合の既設管8と新設管8aを接続する工程を
図4の接続工程図を参照して説明する。なお、推進管と
してヒュ−ム管等を使用する場合は、送泥管4と排泥管
6からフレキシブル管3a,3bを取り外した後、直ち
に既設管と新設管を接続すれば良い。
Next, a process of connecting the existing pipe 8 and the new pipe 8a when using the steel pipe as the propulsion pipe after removing the flexible pipes 3a and 3b from the mud pipe 4 and the drain pipe 6 is shown in FIG. This will be described with reference to a connection process diagram. When a hume pipe or the like is used as the propulsion pipe, the existing pipe and the new pipe may be connected immediately after removing the flexible pipes 3a and 3b from the mud feed pipe 4 and the drain pipe 6.

【0016】推進管として鋼管を使用する場合は、図4
(a)に示すように、送泥管4と排泥管6からフレキシ
ブル管3a,3bを取り外してから、図4(b)に示す
ように、既設管8内にドラムを有する折曲げ機構14を
挿入し、折曲げ機構14により送泥管4の端部をU字状
に折り曲げながら折曲げ機構14を既設管8内に進行さ
せ、送泥管4の折り曲げ位置を既設管8内に移動する。
この送泥管4の折り曲げ位置を既設管8内に移動するこ
とにより、既設管8と新設管8aの接続部から送泥管4
を取り除くことができる。また、排泥管6も同様にして
折り曲げ、既設管8の端部から取り除く。このように送
泥管4と排泥管6を折り曲げるときに、送泥管4と排泥
管6が柔軟で可撓性の良い中密度ポリエチレン管で形成
されているから、簡単に折り曲げることができる。
When a steel pipe is used as the propulsion pipe, FIG.
As shown in FIG. 4A, the flexible pipes 3a and 3b are removed from the mud feed pipe 4 and the drain pipe 6 and then a bending mechanism 14 having a drum in the existing pipe 8 as shown in FIG. Is inserted, and the bending mechanism 14 is advanced into the existing pipe 8 while bending the end of the mud pipe 4 into a U-shape by the bending mechanism 14, and the bending position of the mud pipe 4 is moved into the existing pipe 8. I do.
By moving the bending position of the mud pipe 4 into the existing pipe 8, the connection between the existing pipe 8 and the new pipe 8 a causes the mud pipe 4 to move.
Can be removed. Also, the sludge pipe 6 is bent in the same manner and removed from the end of the existing pipe 8. When the sludge pipe 4 and the sludge pipe 6 are bent in this way, since the sludge pipe 4 and the sludge pipe 6 are formed of a flexible and flexible medium-density polyethylene pipe, they can be easily bent. it can.

【0017】送泥管4と排泥管6を折り曲げて既設管8
な端部から取り除いたら、図4(c)に示すように新設
管8aを吊り降ろして既設管8と溶接して接合する。こ
のように既設管8と新設管8aの接続部を溶接するとき
に、溶接する位置に送泥管4と排泥管6がないから、開
先合わせ等を確実に行なうことができ、良好な溶接継手
を得ることができるとともに、溶接部のX線透過試験等
による検査を正確に行なうことができる。
The sludge pipe 4 and the sludge pipe 6 are bent to form an existing pipe 8.
After removing the new pipe 8a, the new pipe 8a is suspended and welded to the existing pipe 8 as shown in FIG. As described above, when the connection between the existing pipe 8 and the new pipe 8a is welded, since the sludge pipe 4 and the sludge pipe 6 are not located at the welding positions, the groove can be reliably set, and the like. A welded joint can be obtained, and an inspection of a welded portion by an X-ray transmission test or the like can be accurately performed.

【0018】既設管8と新設管8aの溶接が終了した
ら、折曲げ機構14を新設管8aの端部方向に移動しな
がら送泥管4と排泥管6を新設管8aの長さ分だけ引き
出し、折り曲げた送泥管4と排泥管6を復元し直線状に
して、送泥管4と排泥管6を新設管8a内に配置する。
この送泥管4と排泥管6を新設管8a内に配置すると
き、送泥管4と排泥管6は既設管8内でドラム10,1
1に巻回されているから簡単に引き出して配置すること
ができ、送泥管4と排泥管6を1サイクルの推進毎に接
続する工程を省略することができる。また、送泥管4と
排泥管6を復元するときも、送泥管4と排泥管6が柔軟
で可撓性を有するから簡単に復元することができる。
When the welding of the existing pipe 8 and the new pipe 8a is completed, the slender pipe 4 and the drain pipe 6 are moved by the length of the new pipe 8a while moving the bending mechanism 14 toward the end of the new pipe 8a. The drawn and bent sludge pipe 4 and sludge pipe 6 are restored and straightened, and the sludge pipe 4 and sludge pipe 6 are arranged in the new pipe 8a.
When arranging the sludge pipe 4 and the sludge pipe 6 in the new pipe 8a, the sludge pipe 4 and the sludge pipe 6 are connected to the drums 10 and 1
Since it is wound around one, it can be easily pulled out and arranged, and the step of connecting the sludge pipe 4 and the sludge pipe 6 every time one cycle of propulsion can be omitted. Also, when the mud pipe 4 and the mud pipe 6 are restored, the mud pipe 4 and the mud pipe 6 can be easily restored because they are flexible and flexible.

【0019】そして折曲げ機構14を取外してから、図
4(d)に示すように、送泥管4と排泥管6にそれぞれ
フレキシブル管3a,3bを接続し、加圧圧縮装置12
による送泥管4と排泥管6の圧縮加圧を解除する。送泥
管4と排泥管6の圧縮加圧を解除すると、送泥管4と排
泥管6を形成する中密度ポリエチレン管は圧縮復元試験
の復元率が75%以上であるからほぼ圧縮前の形状に復元
することができる。
After the bending mechanism 14 is removed, the flexible pipes 3a and 3b are connected to the mud feeding pipe 4 and the mud discharging pipe 6, respectively, as shown in FIG.
The compression and pressurization of the sludge pipe 4 and the sludge pipe 6 is released. When the compression and pressurization of the sludge pipe 4 and the sludge pipe 6 are released, the medium-density polyethylene pipes forming the sludge pipe 4 and the sludge pipe 6 have a restoration rate of 75% or more in the compression restoring test. Shape can be restored.

【0020】その後、加圧圧縮装置12を取り出してか
ら、再び送泥管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し、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。この推進を繰り返
すときに、ドラム10,11に巻回された送泥管4と排
泥管6の長さが足りなくなったら、新しいドラムに巻回
された送泥管4と排泥管6を接続すれば良い。この送泥
管4と排泥管6の接続のとき、送泥管4と排泥管6は中
密度ポリエチレン管で形成されているから簡単に加熱融
着することができる。
Thereafter, after removing the pressurizing / compressing device 12, muddy water is supplied again through the mud feeding pipe 4 and propulsion is performed while collecting the muddy water through the mud discharging pipe 6. One cycle of propulsion is completed. The above steps are repeated each time. When the propulsion is repeated, if the lengths of the sludge pipe 4 and the sludge pipe 6 wound around the drums 10 and 11 are insufficient, the sludge pipe 4 and the sludge pipe 6 wound around a new drum are removed. Just connect. When connecting the sludge pipe 4 and the sludge pipe 6, since the sludge pipe 4 and the sludge pipe 6 are formed of medium-density polyethylene pipes, they can be easily heated and fused.

【0021】なお、上記実施例はドラム10,11に巻
回した送泥管4と排泥管6を使用した場合について説明
したが、図5の断面図に示すようにスパイラル状に巻回
した送泥管4と排泥管6を使用しても良い。
In the above embodiment, the case where the mud feed pipe 4 and the mud discharge pipe 6 wound around the drums 10 and 11 are used has been described. However, as shown in the sectional view of FIG. A mud pipe 4 and a drain pipe 6 may be used.

【0022】また、上記実施例は送泥管4と排泥管6と
に中密度ポリエチレン管を使用した場合について説明し
たが塩化ビニル管等の柔軟で圧縮復元性能が良好な合成
樹脂管を使用しても良い。
In the above-described embodiment, the case where a medium density polyethylene pipe is used for the mud pipe 4 and the drain pipe 6 has been described. However, a synthetic resin pipe such as a vinyl chloride pipe which is flexible and has good compression / recovery performance is used. You may.

【0023】[0023]

【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
を柔軟で圧縮復元性能が良好な中密度ポリエチレン管等
の合成樹脂管で形成し、あらかじめコイル状またはスパ
イラル状に巻回して掘進機の後方に配置しておくから、
1サイクルの推進が終了するたびに、送泥管と排泥管を
引き出すだけで新設管内に配置することができ、送泥管
と排泥管を1サイクルの推進毎に接続しないですみ、作
業工程を簡略化することができる。
As described above, according to the present invention, a sludge pipe and a sludge pipe which are arranged in a propulsion pipe and transport muddy water and muddy water are made of a medium-density polyethylene pipe which is flexible and has good compression / recovery performance. Since it is formed of a resin pipe and wound in advance in a coil or spiral shape and placed behind the machine,
Each time one cycle of propulsion is completed, it can be placed in the new pipe simply by pulling out the mud pipe and the mud pipe, and the mud pipe and the mud pipe need not be connected for each cycle of propulsion. The process can be simplified.

【0024】また、推進した既設管に新設管を接続する
ときに、既設管内で既設の送泥管と排泥管を圧縮して押
しつぶして既設の送泥管と排泥管内の泥水と排泥水を遮
断すらから、送泥管と排泥管からフレキシブル管を取外
したときに、送泥管と排泥管内の泥水と排泥水が外部に
流出することを防ぐことができる。
When a new pipe is connected to the propelled existing pipe, the existing mud pipe and the mud pipe are compressed and crushed in the existing pipe, and the mud and the mud water in the existing mud pipe and the mud pipe are compressed. Therefore, when the flexible pipe is removed from the mud pipe and the mud pipe, the muddy water and the mud water in the mud pipe and the mud pipe can be prevented from flowing out.

【0025】また、既設管と新設管を接合するときに、
フレキシブル管から取外した送泥管と排泥管を折り曲げ
て既設管内に収容することができるから、推進管として
鋼管を使用する場合、溶接部から送泥管と排泥管を取り
除くことができるから、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、良好な溶接で推進管を接合す
ることができる。
When joining an existing pipe and a new pipe,
Since the sludge pipe and the sludge pipe removed from the flexible pipe can be bent and accommodated in the existing pipe, when using a steel pipe as the propulsion pipe, the sludge pipe and the sludge pipe can be removed from the welded part. A centering jig for adjusting the groove can be used, and the propulsion pipe can be joined by good 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断面
図である。
FIG. 1 is a sectional view showing a muddy water propulsion method according to an embodiment of the present invention.

【図2】既設管に新設管を接続するときの施工工程図で
ある。
FIG. 2 is a construction process diagram when a new pipe is connected to an existing pipe.

【図3】送泥管の加圧圧縮状態を示す部分断面図であ
る。
FIG. 3 is a partial sectional view showing a pressurized and compressed state of a mud pipe.

【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】他の実施例の泥水式推進工法を示す断面図であ
る。
FIG. 5 is a sectional view showing a muddy water propulsion method according to another embodiment.

【図6】泥水式推進工法の構成を示す断面図である。FIG. 6 is a sectional view showing a configuration of a muddy water propulsion method.

【図7】新設管の接続状態を示す部分断面図である。FIG. 7 is a partial 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 ドラム 11 ドラム 12 加圧圧縮装置 13 押え棒 14 折曲げ機構 3a, 3b Flexible pipe 4 Mud feeding pipe 6 Drain pipe 8 Existing pipe 8a New pipe 9 Starting pit 10 Drum 11 Drum 12 Pressurizing and compression device 13 Holding rod 14 Bending mechanism

───────────────────────────────────────────────────── 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 平2−78527(JP,A) 特開 平5−306600(JP,A) (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 flat 2-78527 (JP, a) JP flat 5-306600 (JP, a) (58 ) investigated the field (Int.Cl. 7 , DB name) F16L 1/024

Claims (2)

(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柔軟で圧縮復元性能が良好な合成
樹脂管で形成し、 上記送泥管と排泥管とをあらかじめコイル状またはスパ
イラル状に巻回して掘進機の後方に配置し、 推進終了後、推進した管内で既設の送泥管と排泥管を圧
縮して押しつぶした後、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、 送泥管と排泥管の先端部を折り曲げたり折り畳んで推進
した既設管内に収容した後、既設管と新設管を接合し、 既設管と新設管を接合した後、送泥管と排泥管とを接続
した推進管の長さに応じた長さだけ引き出してから折り
曲げたり折り畳んだ送泥管と排泥管を復元し、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して送泥
管と排泥管の押しつぶしを解除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 formed of a flexible synthetic resin pipe having good compression / restoring performance, and the mud feeding pipe and the mud pipe are wound in advance in a coil or spiral shape to be behind the excavator. After the propulsion is completed, the existing mud pipe and mud pipe are compressed and crushed in the propelled pipe, and then the flexible pipe connected to the mud water treatment facility is removed from the mud pipe and mud pipe, and then sent. After the tip of the mud pipe and the drain pipe are bent or folded and housed in the propelled existing pipe, the existing pipe and the new pipe are joined, and the existing pipe and the new pipe are joined, and then the mud pipe and the mud pipe are connected. Only the length according to the length of the propulsion pipe connected To restore the mud pipe and the mud pipe that has been bent or folded after starting, and connect the flexible pipes to the ends of the mud pipe and the mud pipe to release the crushing of the mud pipe and the mud pipe. A method of connecting a sending and receiving mud pipe.
【請求項2】 上記送泥管と排泥管とを中密度ポリエチ
レン管で形成した請求項1記載の送排泥管接続方法。
2. The method for connecting a sludge pipe according to claim 1, wherein the sludge pipe and the sludge pipe are formed of a medium-density polyethylene pipe.
JP22744794A 1994-08-30 1994-08-30 How to connect the pipe Expired - Fee Related JP3242267B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22744794A JP3242267B2 (en) 1994-08-30 1994-08-30 How to connect the pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22744794A JP3242267B2 (en) 1994-08-30 1994-08-30 How to connect the pipe

Publications (2)

Publication Number Publication Date
JPH0875047A JPH0875047A (en) 1996-03-19
JP3242267B2 true JP3242267B2 (en) 2001-12-25

Family

ID=16861020

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22744794A Expired - Fee Related JP3242267B2 (en) 1994-08-30 1994-08-30 How to connect the pipe

Country Status (1)

Country Link
JP (1) JP3242267B2 (en)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58106095A (en) * 1981-12-17 1983-06-24 株式会社奥村組 Splicing of water sending and drain pipe in muddy water shield construction
JPH0231199B2 (en) * 1983-03-22 1990-07-11 Kajima Corp DOROMIZUKAATSUSHIKISHIIRUDOKOHONIOKERUSOHAIDEISUIKANNOTSUGITASHIHOHO
JPS6195200A (en) * 1984-10-15 1986-05-13 五洋建設株式会社 Propelling of small caliber unit pipe
JPH0278527A (en) * 1988-06-09 1990-03-19 Osaka Bosui Constr Co Ltd Technique of inserting lining hard or semi-hard plastic pipe into pipe line
JPH05306600A (en) * 1992-04-30 1993-11-19 Hazama Gumi Ltd Piping device for construction equipment

Also Published As

Publication number Publication date
JPH0875047A (en) 1996-03-19

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