JPS6133959B2 - - Google Patents

Info

Publication number
JPS6133959B2
JPS6133959B2 JP56210306A JP21030681A JPS6133959B2 JP S6133959 B2 JPS6133959 B2 JP S6133959B2 JP 56210306 A JP56210306 A JP 56210306A JP 21030681 A JP21030681 A JP 21030681A JP S6133959 B2 JPS6133959 B2 JP S6133959B2
Authority
JP
Japan
Prior art keywords
pipe
feeding
buried
mud
water
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
Application number
JP56210306A
Other languages
Japanese (ja)
Other versions
JPS58117197A (en
Inventor
Kyoshi Suzuki
Teruo Yamazaki
Hideyasu Fujii
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.)
Okumura Corp
Original Assignee
Okumura Corp
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 Okumura Corp filed Critical Okumura Corp
Priority to JP21030681A priority Critical patent/JPS58117197A/en
Publication of JPS58117197A publication Critical patent/JPS58117197A/en
Publication of JPS6133959B2 publication Critical patent/JPS6133959B2/ja
Granted legal-status Critical Current

Links

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 本発明は泥水式推進工法において、埋設される
管内に順次、送、排泥水管を配設する配管方法に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a piping method for sequentially arranging feeding and draining water pipes within a buried pipe in a mud water propulsion method.

一般に泥水式推進工法は、地盤に発進立坑と到
達立坑とを築造し、発進立坑側から到達立坑に向
かつてシールド掘進機を先導管として掘削するに
従い、ヒユーム管等の定尺既製管を発進立坑内に
設置した推進ジヤツキにより次々と押圧、埋設す
るものである。
In general, in the mud propulsion method, a starting shaft and a reaching shaft are constructed in the ground, and as the shield excavator is used as a leading pipe to excavate from the starting shaft side to the reaching shaft, a ready-made pipe of a fixed size such as a Huyum pipe is inserted into the starting shaft. They are pressed and buried one after another by a propulsion jack installed inside.

この場合、泥水式掘削機においては、推進埋設
管の長さに等しい送、排泥水管を推進埋設管の接
続の際に該埋設管内に敷設し、その前端を既に埋
設された管内の送、排泥水管の後端に接続するこ
とが行われている。そして、掘削機が到達立坑に
達して埋設管の敷設が完了すれば、送、排泥水管
の撤去を行うものであるが、この撤去は送、排泥
水管のジヨイント部を個々に切り離したのち立坑
に運搬するか或いは掘削機近傍のみの送、排泥水
管のジヨイント部を切り離したのち、立坑に設け
たウインチ等で長尺の送、排泥水管全体を牽引し
て立坑内に引寄せ、立坑内でジヨイント部の切り
離みしを行いながら撤去している。
In this case, in a mud excavator, a feed and mud drain pipe equal to the length of the buried propulsion pipe is laid inside the buried pipe when the buried propulsion pipe is connected, and its front end is connected to the feed pipe in the already buried pipe. It is connected to the rear end of the drainage pipe. Once the excavator has reached the shaft and the underground pipes have been laid, the transport and mud drain pipes are removed. Transport the slurry to the shaft or feed only near the excavator. After cutting off the joint part of the drainage pipe, send a long length using a winch installed in the shaft, or pull the entire drainage pipe into the shaft. The joint is being separated and removed inside the shaft.

しかしながらこの送、排泥水管の撤去作業は、
特に埋設管が小口径管である場合にはジヨイント
の切り離しや運搬が困難であり、さらに、送、排
泥水管を一連に接続したまま埋設管内から引き出
すと埋設管の内壁面に損傷を与えると共に時には
ウインチのワイヤが切断する等の危険を伴なう欠
点があつた。
However, the removal work of this transport and drainage pipe,
Particularly when the buried pipe is a small-diameter pipe, it is difficult to separate and transport the joint.Furthermore, if you pull out the pipe from the buried pipe while it is connected in series, it will damage the inner wall surface of the buried pipe. There were drawbacks such as the winch wire sometimes breaking.

又、小口径の埋設管内に送、排泥水管を敷設し
た場合、作業員が埋設管内を通行する際に大きな
障害となり危険であつた。
Furthermore, when a water pipe for transporting and discharging sludge is laid inside a small-diameter underground pipe, it becomes a big obstacle and is dangerous for workers to pass through the underground pipe.

本発明はこのような欠点をなくするために、推
進埋設される管内に送、排泥水管を順次継足して
配設する際に、埋設管内に管受台車を管の長さ方
向に移動可能に設け、この管受台車に送、排泥水
管を受止させて埋設管と共に掘削地盤に敷設して
行き、敷設完了後には一連の送、排泥水管を管受
台車を走行させながら埋設管内から引き寄せ撤去
できるようにしたことを特長とする泥水式推進工
法における送、排泥水管の配管方法を提供するも
のである。
In order to eliminate such drawbacks, the present invention is designed to make it possible to move a pipe carrier in the length direction of the buried pipe when sequentially adding and installing sludge water pipes into the pipe to be propulsion-buried. The sludge water pipe is sent to this pipe receiving truck, and the drainage pipe is received and laid in the excavated ground together with the buried pipe.After the installation is completed, a series of feeding and drainage water pipes are carried out inside the buried pipe while the pipe receiving truck is running. The present invention provides a method for piping a mud water pipe for transporting and draining water in a mud water propulsion construction method, which is characterized by being able to be pulled in and removed from the mud.

本発明の実施例を図面について説明すると、泥
水式推進工法は公知のように地盤1に築造した発
進立坑2から到達立坑(図示せず)に向かつて泥
水式シールド掘削機3で地盤を掘削して行くと共
に立坑2内に設置した反力受4と圧入装置5とに
よつてヒユーム管等の埋設すべき定尺管体(以下
埋設管とする)6をシールド掘削機3の掘進に応
じて圧入するものであり、泥水式シールド掘削機
3により掘削された土砂は、地上に配設されたタ
ンク7から送泥水管8を通してシールド掘削機3
の掘削室9に送られる泥水により排泥水管10を
通して前記タンク7に送られ、該タンク7内で沈
降して廃棄されるものである。又、前述のよう
に、シールド掘削機3が掘進するに従つて圧入装
置により埋設管6が所定長さ圧入されると、シー
ルド掘削機3による掘削及び送、排泥水の循環を
停止し、最後部の埋設管6内に配設された台車1
1上の送、排泥水管8,10の後端と地上からの
送、排泥水管8′,10′とのジヨイント部を切り
離すと共に圧入装置5を後退させたのち、最後部
の埋設管6と圧入装置5間に次に埋設管すべき管
6を挿入すると共に該管6内に配設した台車11
に支持され且つ埋設管6と略々等しい長さの送、
排泥水管8,10を前記切り離し部間に継ぎ足し
て接続するものである。
To explain an embodiment of the present invention with reference to the drawings, the mud propulsion method excavates the ground with a mud shield excavator 3 from a starting shaft 2 built in the ground 1 to a destination shaft (not shown), as is known. As the shield excavator 3 excavates, a fixed-length pipe body (hereinafter referred to as a buried pipe) 6 to be buried, such as a humid pipe, is moved by a reaction force receiver 4 installed in the shaft 2 and a press-in device 5. The earth and sand excavated by the mud shield excavator 3 is fed through a mud water pipe 8 from a tank 7 installed on the ground to the shield excavator 3.
The muddy water sent to the excavation chamber 9 is sent to the tank 7 through the drainage pipe 10, where it settles and is disposed of. Further, as described above, when the buried pipe 6 is press-fitted to a predetermined length by the press-in device as the shield excavator 3 excavates, the excavation and feeding by the shield excavator 3 and the circulation of waste water are stopped, and the final The trolley 1 installed inside the buried pipe 6 of
After separating the joints between the rear ends of the upper feeding and drainage water pipes 8 and 10 and the feeding and drainage water pipes 8' and 10' from the ground and retracting the press-fitting device 5, the buried pipe 6 at the rearmost part is removed. A pipe 6 to be buried next is inserted between the press-fitting device 5 and a trolley 11 disposed inside the pipe 6.
a feeder supported by and having a length approximately equal to that of the buried pipe 6;
Sludge water pipes 8 and 10 are added and connected between the separated parts.

このように、定尺の埋設管6の接続と同時に該
埋設管6の長さに略々等しい長さの送、排泥水管
8,10を順次継ぎ足して行く際に、本発明方法
においてこれらの送、排泥水管8,10を台車1
1に載置させて埋設管6内の下側に配設するもの
である。
In this way, when simultaneously connecting the buried pipe 6 of a fixed length and sequentially adding the feeding and draining water pipes 8 and 10 of approximately equal length to the length of the buried pipe 6, the method of the present invention Transfer and drain water pipes 8 and 10 to trolley 1
1 and placed on the lower side of the buried pipe 6.

台車11としては第2図に示すように矩形状枠
体12の前端両側部と後端両側部に半円形状の管
支持部13,13を固着すると共に枠体12の両
側中央部に一体に垂設したブラケツト15に車輪
14,14を軸承してなるものや、第3図に示す
ように管支持部13,13を、枠体12の前、後
枠部の両側部に半円形切欠部を設けることにより
形成したもの、或いは、第4図に示すように、矩
形状枠体12を四輪車(三輪車でもよい)にして
その車輪14,14によつて枠体12を安定させ
た場合には枠体12の両側中央部にのみ半円形状
に彎曲した管支持部13,13を一体に固着した
ものが使用される。
As shown in FIG. 2, the truck 11 has semicircular tube supports 13, 13 fixed to both sides of the front end and both sides of the rear end of a rectangular frame 12, and integrally attached to the center of both sides of the frame 12. The wheels 14, 14 may be supported on a vertically mounted bracket 15, or the tube supports 13, 13 may be provided with semicircular notches on both sides of the front and rear frame portions of the frame 12, as shown in FIG. Or, as shown in FIG. 4, when the rectangular frame 12 is made into a four-wheeled vehicle (or a tricycle may be used) and the frame 12 is stabilized by its wheels 14, 14. For this purpose, a structure in which semicircularly curved tube supports 13, 13 are integrally fixed only to the center portions of both sides of the frame 12 is used.

この台車11を定尺の送、排泥水管8,10が
継ぎ足される毎に少なくとも一台、即ち埋設管6
の長さピツチ毎に使用してその両側管支持部1
3,13に送泥水管8と排泥水管10を載置し、
前述したように泥水式推進工法を実施するもので
ある。
This trolley 11 is transported in a fixed length, and each time a drainage pipe 8, 10 is added, at least one
Pipe support parts 1 on both sides are used for each length pitch.
Place the mud feeding water pipe 8 and the mud draining water pipe 10 on 3 and 13,
As mentioned above, the mud propulsion method will be used.

又、管の長さ方向に隣接する台車11,11の
枠体12の上面間に長方形状の踏板15を架設し
てシールド掘削機3から発進立坑2間の埋設管内
部に一連の踏板15による通路を形成し、安全な
作業を可能にするものである。
In addition, a rectangular footboard 15 is installed between the upper surfaces of the frame bodies 12 of the carts 11, 11 that are adjacent to each other in the length direction of the pipe, and a series of footboards 15 are installed inside the buried pipe between the shield excavator 3 and the starting shaft 2. It forms a passageway and enables safe work.

こうしてシールド掘削機3が到達立坑に達する
と、該シールド掘削機近傍部と立坑側との送、排
泥水管8,10のジヨイント16を切り離し、し
かるのち発進立坑2側から適宜の牽引手段で送、
排泥水管8,10を牽引すると、台車11の車輪
14が埋設管内の下面を転動して埋設管全長に亘
つて配置された一連の送、排泥水管8,10が発
進立坑2に引き寄せられ、発進立坑2内に順次引
き出される送、排泥水管のジヨイント16を次々
と解いて行き、定尺の送排泥水管8,10、台車
11、踏板15を撤去するものである。
When the shield excavator 3 reaches the destination shaft in this way, the joints 16 of the feeding and drainage water pipes 8 and 10 between the vicinity of the shield excavator and the shaft are separated, and then the mud is sent from the starting shaft 2 side by an appropriate traction means. ,
When the drainage water pipes 8 and 10 are pulled, the wheels 14 of the cart 11 roll on the lower surface of the underground pipe, and a series of transport and drainage water pipes 8 and 10 arranged over the entire length of the underground pipe are pulled toward the starting shaft 2. The joints 16 of the feeding and mud draining water pipes that are successively pulled out into the starting shaft 2 are untied one after another, and the fixed length mud feeding and draining water pipes 8 and 10, the truck 11, and the treadle 15 are removed.

以上のように本発明の送、排泥水管の配管方法
によれば、定尺の管体接続時に、該管体内に継ぎ
足すべき送、排泥水管を支持した台車を配設して
既に埋設した管体内の台車に支持されている送、
排泥水管の後端と地上側からの送、排泥水管との
切り離し部に前記送、排泥水管を接続していくも
のであるから、ヒユーム管等の管体の接続、埋設
後においては、坑口側から送、排泥水管を引き寄
せるだけで台車が埋設管内上を移動して軽快に能
率良く埋設管外に順次引き抜くことができ、従来
のように送、排泥水管のジヨイントの切り離しを
埋設管内で行わなくてもよいからジヨイントの切
り離し作業は勿論、切り離した送、排泥水管の運
搬、撤去作業が極めて容易に行えるものであり、
特に埋設管が小口径のヒユーム管である場合には
前述した作業に危険が伴なうものであるが、本発
明においてはその危険性を完全になくすることが
できるものである。
As described above, according to the piping method for the feeding and sludge drainage water pipes of the present invention, when connecting a pipe of a fixed length, a cart supporting the feeding and sludge drainage water pipes to be added is placed inside the pipe, and the pipes are already buried. The conveyor is supported by a trolley inside the tube.
The rear end of the sludge water pipe is sent from the ground side, and the sludge water pipe is connected to the separation part from the sludge water pipe, so after connecting the pipe body such as the humid pipe and burying it, By simply pulling the feeding and draining water pipes from the wellhead side, the trolley moves over the inside of the buried pipes and pulls them out of the buried pipes in a light and efficient manner. Since it does not have to be carried out inside the buried pipe, it is extremely easy to perform the work of separating the joint, as well as transporting and removing the separated pipe, and the drainage pipe.
Particularly when the buried pipe is a small-diameter fume pipe, the above-mentioned work is accompanied by danger, but in the present invention, this danger can be completely eliminated.

さらに、送排泥水管の引き出し時に、これ等の
管が埋設管の内面に摺接することもないから、埋
設管に損傷を与えることなく管路の品質管理が向
上するものである。
Furthermore, when the mud water supply and drainage pipes are pulled out, these pipes do not come into sliding contact with the inner surface of the buried pipe, so the quality control of the pipe line is improved without damaging the buried pipe.

又、埋設管の施工中において、送、排泥水管を
支持する台車の上面間に踏板を架設することによ
り、埋設管内に安全な通路が確保でき、作業の安
全と能率の向上を図ることができるものである。
Additionally, during the construction of buried pipes, by installing treads between the upper surfaces of the carts that support the conveyance and drainage water pipes, a safe passage can be secured inside the buried pipes, improving work safety and efficiency. It is possible.

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

図面は本発明の実施例を示すもので、第1図は
その施工状態の簡略縦断側面図、第2図乃至第4
図は夫々異なつた形状の台車の斜視図、第5図は
送、排泥水管を支持した状態の要部の縦断正面
図、第6図はその側面図である。 1…地盤、2…発進立坑、3…シールド掘削
機、6…埋設管、8,10…送、排泥水管、11
…台車、13…管支持部、15…踏板、16…ジ
ヨイント部。
The drawings show an embodiment of the present invention, and FIG. 1 is a simplified vertical side view of the construction state, and FIGS.
The figures are perspective views of carts of different shapes, FIG. 5 is a longitudinal sectional front view of the main part in a state in which feeding and draining water pipes are supported, and FIG. 6 is a side view thereof. 1...Ground, 2...Starting shaft, 3...Shield excavator, 6...Buried pipe, 8, 10...Transmission, mud drainage pipe, 11
...Dolly, 13...Pipe support part, 15...Treadboard, 16...Joint part.

Claims (1)

【特許請求の範囲】 1 泥水式推進工法による推進に応じて順次圧
入、埋設される定尺管内に定尺の送、排泥水管を
順次継足して接続、配管するに際し、平面矩形状
の枠体の下端に車輪を設け且つ該枠体の両側部に
管支持部を設けてなる管受台車を定尺管の接続時
に該定尺管内に配設し、この台車に支持させてい
る定尺の送、排泥水管を既に埋設した定尺管の台
車に支持されている送、排泥水管の後端と地上側
からの送、排泥水管との切り離し部に接続するこ
とを特徴とする泥水式推進工法における送、排泥
水管の配管方法。 2 定尺管推進方向に隣接する管受台車の枠体間
に踏板を架設可能にしたことを特徴とする特許請
求の範囲第1項記載の泥水式推進工法における
送、排泥水間の配管方法。
[Scope of Claims] 1. When a fixed length of feeding and draining pipes are sequentially added and connected to a fixed length pipe that is sequentially press-fitted and buried in accordance with the propulsion by the slurry propulsion method, a rectangular frame in plan view is used. A fixed-length pipe that is equipped with wheels at the lower end of the body and pipe support parts on both sides of the frame body is disposed inside the fixed-length pipe when the fixed-length pipe is connected, and is supported by this trolley. The method is characterized by: feeding the slurry water pipe supported by a trolley of a fixed length pipe already buried therein, feeding from the rear end of the slurry water pipe and the ground side, and connecting to the separation part from the drainage water pipe. Piping method for feeding and draining water pipes in the mud propulsion method. 2. A piping method between feeding and draining mud water in the mud water propulsion method according to claim 1, characterized in that a step board can be installed between the frames of pipe support carts adjacent in the direction of pipe propulsion. .
JP21030681A 1981-12-29 1981-12-29 Method of piping muddy-water feed and discharge pipe in method of muddy water type propelling construction Granted JPS58117197A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21030681A JPS58117197A (en) 1981-12-29 1981-12-29 Method of piping muddy-water feed and discharge pipe in method of muddy water type propelling construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21030681A JPS58117197A (en) 1981-12-29 1981-12-29 Method of piping muddy-water feed and discharge pipe in method of muddy water type propelling construction

Publications (2)

Publication Number Publication Date
JPS58117197A JPS58117197A (en) 1983-07-12
JPS6133959B2 true JPS6133959B2 (en) 1986-08-05

Family

ID=16587218

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21030681A Granted JPS58117197A (en) 1981-12-29 1981-12-29 Method of piping muddy-water feed and discharge pipe in method of muddy water type propelling construction

Country Status (1)

Country Link
JP (1) JPS58117197A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018123670A (en) * 2017-02-01 2018-08-09 株式会社技研製作所 Fluid injection device of steel pipe pile for rotation press fit and rotation press fit construction method of steel pipe pile
IT202000014239A1 (en) 2020-06-15 2021-12-15 Biometic S R L TUNNEL COMPUTERIZED TOMOGRAPH AND METHOD FOR PERFORMING A COMPUTERIZED TOMOGRAPHY OF AN OBJECT

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5526303A (en) * 1978-08-09 1980-02-25 Sanei Kogyo Kk Method of shielded construction with muddy water pressurized

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5526303A (en) * 1978-08-09 1980-02-25 Sanei Kogyo Kk Method of shielded construction with muddy water pressurized

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018123670A (en) * 2017-02-01 2018-08-09 株式会社技研製作所 Fluid injection device of steel pipe pile for rotation press fit and rotation press fit construction method of steel pipe pile
IT202000014239A1 (en) 2020-06-15 2021-12-15 Biometic S R L TUNNEL COMPUTERIZED TOMOGRAPH AND METHOD FOR PERFORMING A COMPUTERIZED TOMOGRAPHY OF AN OBJECT

Also Published As

Publication number Publication date
JPS58117197A (en) 1983-07-12

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