JP2002309887A - Excavation pipe-jacking device - Google Patents

Excavation pipe-jacking device

Info

Publication number
JP2002309887A
JP2002309887A JP2001116955A JP2001116955A JP2002309887A JP 2002309887 A JP2002309887 A JP 2002309887A JP 2001116955 A JP2001116955 A JP 2001116955A JP 2001116955 A JP2001116955 A JP 2001116955A JP 2002309887 A JP2002309887 A JP 2002309887A
Authority
JP
Japan
Prior art keywords
pipe
propulsion device
excavation
packing
peripheral surface
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.)
Granted
Application number
JP2001116955A
Other languages
Japanese (ja)
Other versions
JP4695285B2 (en
Inventor
Osamu Takano
修 高野
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.)
Fukuda Corp
Original Assignee
Fukuda 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 Fukuda Corp filed Critical Fukuda Corp
Priority to JP2001116955A priority Critical patent/JP4695285B2/en
Publication of JP2002309887A publication Critical patent/JP2002309887A/en
Application granted granted Critical
Publication of JP4695285B2 publication Critical patent/JP4695285B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an excavation pipe-jacking device, in which the installing distance of a pipe material can be lengthened and which has excellent practicability, by disposing a cutoff packing at a place where the pipe material can be exchanged. SOLUTION: In the excavation pipe-jacking device in which an excavating section 4 is installed at a front end, the (n) pipe materials 1 are disposed at the rear of the excavating section 4, the two adjacent pipe materials are mounted under a fitted state and a ground is excavated by the excavating section 4 while adjacent other pipe materials 1 are slid and pipe-jacked to one pipe materials 1, mounting sections 5 are secured at the end sections of the internal pipe materials 1 and the cutoff packings 2 closing openings among the outer circumferential surfaces of the internal pipe materials 1 and the inner circumferential surfaces of the pipe materials 1 on the outside in the two adjacent pipe materials are set up to the mounting sections 5.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、下水管等を配設す
る推進工法に使用される掘削推進装置に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drilling propulsion device used for a propulsion method for arranging a sewer pipe or the like.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】立坑を
穿設し、この立坑の周壁から先端に掘削部を設けた掘削
装置を推進ジャッキ等の適宜な手段により押動せしめ、
この掘削推進装置の後方に順次管材を追加押動せしめる
ことで該地山に下水管等を配設する推進工法に所謂中押
し工法と呼ばれる推進工法がある。
2. Description of the Related Art A shaft is drilled, and a drilling device provided with a drilling portion at the tip from the peripheral wall of the shaft is pushed by an appropriate means such as a propulsion jack.
There is a so-called middle-push construction method as a so-called middle-push construction method for arranging a sewer pipe or the like in the ground by sequentially pushing additional pipe members behind the excavation propulsion device.

【0003】図1は、この中押し工法の構成を図示した
もので、立坑21を穿設し、この立坑21の周壁から先端に
掘削部4を設けた掘削装置23を推進ジャッキ24により押
動せしめ、この掘削装置23の後方に順次管材1を追加押
動せしめる構成である(尚、管材1は複数の管材1を連
設したものを含む概念である。また、実施例と同一構成
部分には同一符号を付した。)。
FIG. 1 shows the structure of the intermediate pushing method. A shaft 21 is bored, and an excavator 23 provided with an excavation portion 4 at the end from the peripheral wall of the shaft 21 is pushed by a propulsion jack 24. This is a configuration in which the pipe 1 is sequentially pushed further behind the excavator 23 (note that the pipe 1 is a concept including a plurality of pipes 1 connected in a row. The same reference numerals are used.)

【0004】具体的に説明すると、図示したものは、先
端の管材25と中間の管材26と後端の管材27とに区分され
たものである。また、先端の管材25と中間の管材26との
間、及び、中間の管材26と後端の管材27との間には夫々
第一押圧ジャッキ28と第二押圧ジャッキ29が設けられて
いる。尚、図中、符号30は、管材と地山との摩擦抵抗を
低減する為の滑材を導出する滑材導出口30である。
[0004] More specifically, the illustrated one is divided into a tube member 25 at the front end, an intermediate tube member 26, and a tube member 27 at the rear end. Further, a first pressing jack 28 and a second pressing jack 29 are provided between the front pipe member 25 and the middle pipe member 26 and between the middle tube member 26 and the rear end pipe member 27, respectively. In the figure, reference numeral 30 denotes a sliding material outlet 30 for leading a sliding material for reducing frictional resistance between the pipe material and the ground.

【0005】上記構成の中押し工法は、先ず、第一押圧
ジャッキ28を後方へ伸長することで先端の管材25を中間
の管材26に対して前方へ推進した後、一旦第一押圧ジャ
ッキ28の伸長を停止し、続いて、第一押圧ジャッキ28を
収縮すると共に第二押圧ジャッキ29を後方へ伸長するこ
とで中間の管材26を後端の管材27に対して前方へ推進さ
せ(この状態においては、第一押圧ジャッキ28が収縮す
る為、先端の管材25は推進しない。)、続いて、一旦第
二押圧ジャッキ29の伸長を停止した後、第二押圧ジャッ
キ29を収縮すると共に推進ジャッキ24を前方へ伸長する
ことで後端の管材27を前方へ推進させ(この状態におい
ては、第二押圧ジャッキ29が収縮する為、中間の管材26
は推進しない。)、以上を繰り返すことで各管材を前方
へ推進させるものである。
In the above-described intermediate pressing method, first, the first pressing jack 28 is extended rearward so that the distal end pipe 25 is pushed forward with respect to the intermediate pipe 26, and then the first pressing jack 28 is once extended. Is stopped, and then the first pressing jack 28 is contracted and the second pressing jack 29 is extended rearward, so that the intermediate pipe 26 is propelled forward with respect to the rear end pipe 27 (in this state, Since the first pressing jack 28 contracts, the distal end pipe member 25 is not propelled.) Then, once the extension of the second pressing jack 29 is stopped, the second pressing jack 29 is contracted and the propulsion jack 24 is moved. By extending forward, the rear end pipe 27 is propelled forward (in this state, since the second pressing jack 29 contracts, the middle pipe 26
Does not promote. ), And by repeating the above, each pipe material is propelled forward.

【0006】従って、この中押し工法によれば、管材の
推進の際に発生する該管材と地山との摩擦抵抗が、先端
の管材,中間の管材若しくは後端の管材の表面積分とな
る為、該管材と地山との摩擦抵抗が小さく、よって、管
材を長距離にわたって配設することができたり、出力の
低い推進ジャッキを使用することができる等の効果が得
られる。
Therefore, according to this intermediate pressing method, the frictional resistance between the pipe material and the ground generated when the pipe material is propelled becomes the surface integral of the front pipe material, the middle pipe material, or the rear pipe material. The frictional resistance between the pipe material and the ground is small, so that the pipe material can be disposed over a long distance, and effects such as the use of a low-output propulsion jack can be obtained.

【0007】ところで、この中押し工法では、その構成
上、各管材の間、即ち、先端の管材と中間の管材との
間、及び、中間の管材と後端の管材との間から地山にお
いて発生する湧水が侵入し易い。従って、この湧水の侵
入を防止する為、例えば、図2に図示したように、先端
の管材25の後方を延設した延設部31と中間の管材26の該
先端部位との間にリング状の常設止水パッキン8を固定
状態で設け、この常設止水パッキン8によって先端の管
材25の内周面と中間の管材26の外周面との間隙を閉塞し
ている。
[0007] By the way, in the middle-pressing method, due to its configuration, it is generated at the ground from between the pipes, that is, between the pipe at the front end and the pipe at the middle, and between the pipe at the middle and the pipe at the rear end. Spring water is easy to invade. Therefore, in order to prevent the intrusion of the spring water, for example, as shown in FIG. 2, a ring is provided between the extension portion 31 extending behind the distal end pipe 25 and the distal end portion of the intermediate pipe 26. A permanent watertight packing 8 is provided in a fixed state, and the permanent watertight packing 8 closes a gap between the inner peripheral surface of the pipe member 25 at the tip and the outer peripheral surface of the intermediate pipe member 26.

【0008】しかし、中押し工法は、上述のとおり、先
端の管材25と中間の管材26とが相対的に摺動する工法で
ある為、前記常設止水パッキン8は極めて摩耗し易いと
いう欠点がある。
However, as described above, the middle pressing method is a method in which the pipe member 25 at the tip and the intermediate pipe member 26 slide relatively to each other, and thus has a disadvantage that the permanent watertight packing 8 is extremely liable to wear. .

【0009】従って、摩耗した常設止水パッキン8を交
換できれば、管材を長距離にわたって配設することがで
きるが、日本下水道規格(JSWAS)の規定に係る中
押し工法では、常設止水パッキン8は隣接する二つの管
材の内、内側の管材の外周面に被嵌されて該内側の管材
と外側の管材の内周面との間隙を閉塞する構成、即ち、
常設止水パッキンは内側の管材と外側の管材とに挟持さ
れる構成となっており、この常設止水パッキン8の交換
は事実上不可能である。
Therefore, if the worn permanent watertight packing 8 can be replaced, the pipe material can be disposed over a long distance. However, in the middle press method according to the Japanese Sewerage Standard (JSWAS), the permanent watertight packing 8 is not adjacent to the pipe. Of the two pipes to be formed, a configuration in which the gap between the inner pipe and the inner circumference of the outer pipe is closed by being fitted to the outer peripheral surface of the inner pipe, that is,
The permanent waterproof packing is configured to be sandwiched between the inner pipe material and the outer tubular material, and the replacement of the permanent waterproof packing 8 is practically impossible.

【0010】よって、本来、中押し工法は管材を長距離
にわたって配設することができるはずなのに、現状で
は、常設止水パッキン8の寿命の問題から、管材1の配
設距離には限界がある。
[0010] Therefore, although the intermediate press method should be able to dispose the pipe material over a long distance, the disposition distance of the pipe material 1 is currently limited due to the problem of the service life of the permanent watertight packing 8.

【0011】本発明は、上記問題点を解決するもので、
管材の交換可能な位置に止水パッキンを配設すること
で、管材の配設距離を長くできる実用性に秀れた掘削推
進装置を提供するものである。
The present invention solves the above problems,
It is an object of the present invention to provide a highly practical excavation propulsion device in which the watertight packing is provided at a position where the pipe material can be replaced, so that the installation distance of the pipe material can be lengthened.

【0012】[0012]

【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。
The gist of the present invention will be described with reference to the accompanying drawings.

【0013】先端に掘削部4を有し、この掘削部4の後
方にはn個の管材1が配設され、隣接する二つの管材は
被嵌状態に設けられ、掘削部4により地山を掘削すると
共に一の管材1に対し隣接する他の管材1をスライド推
進せしめる掘削推進装置であって、内側の管材1の端部
には取付部5が設けられ、この取付部5には、前記隣接
する二つの管材における内側の管材1の外周面と外側の
管材1の内周面との間隙を閉塞する止水パッキン2が設
けられていることを特徴とする掘削推進装置に係るもの
である。
The excavation section 4 is provided at the tip, and n pipes 1 are disposed behind the excavation section 4. Two adjacent pipes are provided in a fitted state. An excavation propulsion device for excavating and slidingly propelling another tube 1 adjacent to one tube 1, wherein an attachment 5 is provided at an end of the inner tube 1, and the attachment 5 is provided with The present invention relates to an excavation propulsion device having a watertight packing 2 for closing a gap between an outer peripheral surface of an inner tube 1 and an inner peripheral surface of an outer tube 1 in two adjacent tubes. .

【0014】また、先端に掘削部4を有し、この掘削部
4の後方には一番目の管材,二番目の管材,・・・,n
番目の管材が配設され、隣接する二つの管材は被嵌状態
に設けられ、掘削部4により地山を掘削すると共に、n
−2番目の管材をn−1番目の管材に対してスライド推
進せしめ、続いて、n−2番目の管材の推進を停止する
と共にn−1番目の管材をn番目の管材に対してスライ
ド推進せしめる掘削推進装置であって、内側の管材1の
端部には取付部5が設けられ、この取付部5には、前記
隣接する二つの管材における内側の管材1の外周面と外
側の管材1の内周面との間隙を閉塞する止水パッキン2
が設けられていることを特徴とする掘削推進装置に係る
ものである。
The excavation part 4 is provided at the tip, and the first pipe material, the second pipe material,.
A second pipe is provided, and two adjacent pipes are provided in a fitted state.
The -2nd pipe is slid and propelled with respect to the (n-1) th pipe, and then the propulsion of the (n-2) th pipe is stopped and the (n-1) th pipe is slid and propelled with respect to the nth pipe. In the excavation propulsion device, a mounting portion 5 is provided at an end portion of the inner tube 1, and the outer peripheral surface of the inner tube 1 and the outer tube 1 of the two adjacent tubes are provided on the mounting portion 5. Seal 2 that closes the gap with the inner peripheral surface
The present invention relates to an excavation propulsion device characterized in that a drilling propulsion device is provided.

【0015】また、請求項2記載の掘削推進装置におい
て、n−2番目の管材にはn−1番目の管材を押圧せし
め該押圧の反力によりn−2番目の管材をn−1番目の
管材に対して前方へ推進せしめる押圧ジャッキ10が設け
られていることを特徴とする掘削推進装置に係るもので
ある。
Further, in the excavation propulsion device according to the second aspect, the (n-1) -th pipe is pressed against the (n-2) -th pipe, and the (n-2) -th pipe is replaced with the (n-1) -th pipe by a reaction force of the pressing. The present invention relates to an excavation propulsion device characterized in that a pressing jack 10 for propelling a pipe material forward is provided.

【0016】また、請求項1〜3いずれか1項に記載の
掘削推進装置において、取付部5は、内側の管材1の端
面に付設されていることを特徴とする掘削推進装置に係
るものである。
The excavation propulsion device according to any one of claims 1 to 3, wherein the mounting portion 5 is attached to an end surface of the inner tube 1. is there.

【0017】また、請求項1〜4いずれか1項に記載の
掘削推進装置において、取付部5若しくは止水パッキン
2の少なくとも一方が着脱自在に設けられていることを
特徴とする掘削推進装置に係るものである。
The excavation propulsion device according to any one of claims 1 to 4, wherein at least one of the mounting portion 5 and the watertight packing 2 is detachably provided. It is related.

【0018】また、請求項1〜5いずれか1項に記載の
掘削推進装置において、止水パッキン2として、任意の
時に内側の管材1の外周面と外側の管材1の内周面との
間隙を閉塞する止水パッキン2が採用されていることを
特徴とする掘削推進装置に係るものである。
Further, in the excavation propulsion device according to any one of claims 1 to 5, a gap between the outer peripheral surface of the inner tube 1 and the inner peripheral surface of the outer tube 1 at any time as the water stop packing 2. The present invention relates to an excavation propulsion device characterized in that a water-stop packing 2 for closing off is used.

【0019】また、請求項1〜6いずれか1項に記載の
掘削推進装置において、止水パッキン2として、内部に
中空部6を有し、該中空部6に流体を注入することで膨
出する止水パッキン2が採用されていることを特徴とす
る掘削推進装置に係るものである。
Further, in the excavation propulsion device according to any one of claims 1 to 6, the watertight packing 2 has a hollow portion 6 therein and swells by injecting a fluid into the hollow portion 6. The present invention relates to an excavation propulsion device characterized in that a waterproof watertight packing 2 is employed.

【0020】また、請求項1〜7いずれか1項に記載の
掘削推進装置において、取付部5として、外側の管材1
側に開口する開口部9を有する凹条状の取付部5が採用
されていることを特徴とする掘削推進装置に係るもので
ある。
Further, in the excavation propulsion device according to any one of claims 1 to 7, the outer pipe material 1 may be used as the mounting portion 5.
The present invention relates to an excavation propulsion device, wherein a concave strip-shaped mounting portion 5 having an opening 9 opening to the side is employed.

【0021】また、請求項1〜8いずれか1項に記載の
掘削推進装置において、取付部5の底部には上下動自在
の押動体7が設けられ、この押動体7の押動により取付
部5に収納された止水パッキン2が外側の管材1の内周
面に当接するように構成されていることを特徴とする掘
削推進装置に係るものである。
Further, in the excavation propulsion apparatus according to any one of claims 1 to 8, a vertically movable pusher 7 is provided at the bottom of the mounting portion 5, and the mounting portion is moved by the push of the pusher 7. 5. The excavation propulsion device according to claim 1, wherein the watertight packing 2 housed in the outer tube 5 is configured to abut on the inner peripheral surface of the outer tubular member 1.

【0022】また、請求項1〜9いずれか1項に記載の
掘削推進装置において、内側の管材1として、外周面に
外側の管材1の内周面と常時当接して両者の間隙を閉塞
する常設止水パッキン8が設けられた管材1が採用され
ていることを特徴とする掘削推進装置に係るものであ
る。
Further, in the excavation propulsion device according to any one of claims 1 to 9, the inner pipe 1 is always in contact with the inner peripheral surface of the outer pipe 1 on the outer peripheral surface to close the gap therebetween. The present invention relates to an excavation propulsion device characterized in that a pipe material 1 provided with a permanent watertight packing 8 is employed.

【0023】[0023]

【発明の作用及び効果】止水パッキン2は、内側の管材
1の端部に設けられた取付部5に設けられているから、
取付部5と外側の管材1との間であっても、該取付部5
の側方には移動させ易く、よって、管材1の内部側から
該止水パッキン2を着脱したり、若しくは、取付部5を
着脱したりすることで、摩耗した止水パッキン2を交換
することができる。
Since the waterproof packing 2 is provided on the mounting portion 5 provided at the end of the inner tube 1,
Even between the mounting portion 5 and the outer tube 1,
Can be easily moved to the side, and thus the worn watertight packing 2 can be replaced by attaching / detaching the watertight packing 2 or attaching / detaching the mounting portion 5 from the inside of the tube material 1. Can be.

【0024】また、内側の管材1が、例えば、既存の日
本下水道規格(JSWAS)に規定される中押し管であ
っても、該内側の管材1の端部に取付部5を設けること
で、簡単に本発明品に改造することができる。
Further, even if the inner pipe 1 is, for example, a middle-pushed pipe defined by the existing Japan Sewerage Standard (JSWAS), the mounting section 5 is provided at the end of the inner pipe 1 so that the inner pipe 1 can be easily manufactured. The present invention can be remodeled.

【0025】本発明は上述のように構成したから、止水
パッキンの交換が可能で、必然的に管材の配設距離を長
くできる実用性に秀れた掘削推進装置となる。
Since the present invention is constructed as described above, the watertight packing can be replaced, and the excavation propulsion device with excellent practicality can inevitably lengthen the arrangement distance of the pipe material.

【0026】[0026]

【発明の実施の形態】図3,4は第一実施例、図5は第
二実施例、図6は第三実施例、図7は第四実施例,図8
は第五実施例を図示したものであり、以下に説明する。
3 and 4 show a first embodiment, FIG. 5 shows a second embodiment, FIG. 6 shows a third embodiment, FIG. 7 shows a fourth embodiment, and FIG.
Illustrates a fifth embodiment, which will be described below.

【0027】第一実施例は、立坑21を穿設し、この立坑
21の周壁から先端に掘削部4を設けた掘削装置23を推進
ジャッキ24により押動せしめ、この掘削装置23の後方に
順次管材を追加押動せしめる構成で、図面の場合は、こ
の管材1が先端の管材25と中間の管材26と後端の管材27
とに区分され(この場合の管材1は、複数の管材を連設
したものである。)、先端の管材25と中間の管材26との
間、及び、中間の管材26と後端の管材27との間には夫々
第一押圧ジャッキ28と第二押圧ジャッキ29が設けられた
所謂中押し工法に使用される掘削推進装置である(図1
参照)。
In the first embodiment, a shaft 21 is bored,
The excavator 23 provided with the excavation part 4 at the tip from the peripheral wall of 21 is pushed by the propulsion jack 24, and the pipe material is sequentially pushed further behind the excavator 23. In the case of the drawing, this pipe material 1 Leading tube 25, middle tube 26 and trailing tube 27
(In this case, the pipe 1 is formed by connecting a plurality of pipes in a row.) Between the front pipe 25 and the middle pipe 26, and between the middle pipe 26 and the rear pipe 27. The first pushing jack 28 and the second pushing jack 29 are provided between them, respectively. This is an excavation propulsion device used in a so-called middle pushing method (FIG. 1).
reference).

【0028】また、図面は、中間の管材26の先端部及び
後端の管材27の先端部には夫々径小部32が設けられ、先
端の管材25の後端部及び中間の管材26の後端部には前記
径小部32に夫々被嵌される被嵌部31が設けられ、この径
小部32の外周面と被嵌部31の内周面との間隙には該間隙
を常時閉塞する水漏れ防止用の常設止水パッキン8が夫
々設けられ、更に、径小部32の先端部には取付部5が設
けられ、この取付部5には、径小部32の外周面と被嵌部
31の内周面との間隙を閉塞する止水パッキン2が設けら
れている構成を図示している。尚、これら管材1の構造
は、既存の日本下水道規格(JSWAS)に規定される
中押し管の構造である。
In the drawing, a small-diameter portion 32 is provided at the front end of the middle tube 26 and the front end of the rear tube 27, respectively, and the rear end of the front tube 25 and the rear end of the middle tube 26 are provided. At the end, there is provided a fitting portion 31 fitted to the small diameter portion 32, and the gap between the outer peripheral surface of the small diameter portion 32 and the inner peripheral surface of the fitting portion 31 is always closed. Each of the permanent watertight packings 8 for preventing water leakage is provided, and a mounting portion 5 is provided at a distal end of the small-diameter portion 32. The mounting portion 5 is covered with the outer peripheral surface of the small-diameter portion 32. Fitting part
The structure in which the water-stop packing 2 for closing the gap with the inner peripheral surface of 31 is provided is illustrated. In addition, the structure of these pipe materials 1 is the structure of the center push pipe prescribed | regulated to the existing Japanese sewer standard (JSWAS).

【0029】取付部5は、内側の管材1の径小部32の先
端面に付設されている。
The mounting portion 5 is attached to the distal end surface of the small diameter portion 32 of the inner tube 1.

【0030】また、取付部5は、径小部32の先端部に付
設される環状の底部材11と、この底部材11に付設される
環状の押え部材12とから構成され、径小部32の先端面
と、底部材11の上面と、押え部材12の内面とで形成され
る凹条が前記止水パッキン2を収納する収納部13に設定
されている。
The mounting portion 5 includes an annular bottom member 11 attached to the distal end of the small diameter portion 32 and an annular pressing member 12 attached to the bottom member 11. Of the bottom member 11, and the inner surface of the holding member 12 are set in the storage portion 13 for storing the watertight packing 2.

【0031】この底部材11や押え部材12は、複数の分割
底部材16や分割押え部材17を管状に複数並設して底部材
11や押え部材12とする構成が採用されている。
The bottom member 11 and the pressing member 12 are formed by arranging a plurality of divided bottom members 16 and divided pressing members 17 in a tubular shape.
A configuration of 11 and the holding member 12 is adopted.

【0032】押え部材12は、底部材11に着脱自在に設け
られている。従って、前記収納部13に収納された止水パ
ッキン2は、押え部材12を除去することにより、径小部
32の先端側方向に移動せしめて該収納部13から取り出す
ことができる。尚、符号14は、この押え部材12を底部材
11に着脱自在に取り付ける為の取付ネジ体14であり、該
取付ネジ体14は、周方向に所定間隔を置いて並設されて
いる。
The holding member 12 is provided detachably on the bottom member 11. Therefore, the waterproof packing 2 housed in the housing part 13 can be reduced in diameter by removing the pressing member 12.
It can be taken out of the storage section 13 by moving it toward the distal end side of 32. Reference numeral 14 indicates that the holding member 12 is a bottom member.
A mounting screw body 14 for detachably mounting the mounting screw body 11. The mounting screw bodies 14 are juxtaposed at predetermined intervals in the circumferential direction.

【0033】尚、例えば、押え部材12と底部材11とを一
体物とし、この一体物の押え部材12及び底部材11を径小
部32に着脱自在に設けても良い。この場合、押え部材12
及び底部材11の除去により、止水パッキン2を径小部32
の先端部から取り外せることになる。
For example, the holding member 12 and the bottom member 11 may be integrated, and the holding member 12 and the bottom member 11 may be detachably provided on the small diameter portion 32. In this case, the holding member 12
By removing the bottom member 11 and the watertight packing 2, the small-diameter portion 32 is removed.
It can be removed from the tip of the.

【0034】止水パッキン2は、任意の時に径小部32の
外周面(内側の管材1の外周面)と被嵌部31の内周面
(外側の管材1の内周面)との間隙を閉塞する止水パッ
キン2が採用されている。
The waterproof packing 2 is provided at any time with a gap between the outer peripheral surface of the small-diameter portion 32 (the outer peripheral surface of the inner tube 1) and the inner peripheral surface of the fitted portion 31 (the inner peripheral surface of the outer tube 1). A watertight packing 2 for closing off is adopted.

【0035】具体的には、収納部13の底部には、該収納
部13に収納された止水パッキン2を被嵌部31側へ押し付
ける押動体7が上下動自在に設けられている。従って、
この押動体7が上下動により、止水パッキン2は任意の
時に径小部32の外周面と被嵌部31の内周面との間隙を閉
塞することになる。図中、符号15は、押動体7を上下動
せしめ押ネジ体15である。
Specifically, at the bottom of the storage portion 13, a pusher 7 for pressing the watertight packing 2 stored in the storage portion 13 toward the fitted portion 31 is provided so as to be vertically movable. Therefore,
When the pressing body 7 moves up and down, the waterproof packing 2 closes the gap between the outer peripheral surface of the small diameter portion 32 and the inner peripheral surface of the fitted portion 31 at any time. In the figure, reference numeral 15 denotes a push screw body 15 that moves the pusher 7 up and down.

【0036】また、押動体7も、複数の分割押動体18を
管状に複数並設した構成が採用されている。
The pusher 7 also has a configuration in which a plurality of divided pushers 18 are arranged in a tubular shape.

【0037】更に、第一実施例では、止水パッキン2と
押動体7との間に、弾性体19、具体的にはゴム製の中空
チューブを配設し、この中空チューブによっても止水パ
ッキン2を被嵌部31側へ押し付ける構成が採用されてい
る。この構成により、例えば、幾つかの分割押動体18の
押動が不適正であっても、残る分割押動体18の押動が適
正であれば、該適正な押動が弾性体19の弾性作用によっ
て止水パッキン2全体に作用することになり、よって、
止水パッキン2の止水作用が良好に発揮されることにな
る。
Further, in the first embodiment, an elastic body 19, specifically, a hollow tube made of rubber is disposed between the watertight packing 2 and the pushing body 7, and the watertight packing is also provided by this hollow tube. The structure which presses 2 to the fitting part 31 side is employ | adopted. With this configuration, for example, even if the pushing movement of some of the divided pushing bodies 18 is improper, if the pushing movement of the remaining divided pushing bodies 18 is appropriate, the appropriate pushing movement can be achieved by the elastic action of the elastic body 19. Will act on the entire waterproof packing 2, and
The water-stopping action of the water-stop packing 2 is exhibited well.

【0038】尚、例えば、中空チューブの中空部6に水
やエア等の流体を注入して該中空チューブの弾性を強め
ても良い。また、弾性体19として、例えば、積水化学工
業(株)が提供する形状記憶塩ビ管等の形状記憶樹脂材
を採用し、この弾性体19を押し潰し形状で収納部13に配
設すると共に、取付部5を内側の管材1の端部に付設し
た後、該取付部5を蒸気加熱したりすることにより、前
記押し潰し形状の弾性体19を元の形状に復元せしめて止
水パッキン2を被嵌部31側へ押し付ける構成を採用して
も良い。
Incidentally, for example, a fluid such as water or air may be injected into the hollow portion 6 of the hollow tube to increase the elasticity of the hollow tube. Further, as the elastic body 19, for example, a shape memory resin material such as a shape memory PVC pipe provided by Sekisui Chemical Co., Ltd. is adopted, and the elastic body 19 is disposed in the storage portion 13 in a crushed shape, After attaching the mounting portion 5 to the end of the inner tube 1, the crushed elastic body 19 is restored to its original shape by steam heating the mounting portion 5, and the watertight packing 2 is removed. A configuration of pressing against the fitted portion 31 may be adopted.

【0039】この取付部5や止水パッキン2は、予め径
小部32の先端部に設けても良く、また、常設止水パッキ
ン8が摩耗等によって劣化してきてから、径小部32の先
端部に設けても良い。
The mounting portion 5 and the waterproof packing 2 may be provided in advance at the distal end of the small-diameter portion 32. Also, after the permanent waterproof packing 8 is deteriorated due to abrasion or the like, the distal end of the small-diameter portion 32 may be provided. It may be provided in the unit.

【0040】先端の管材25の後端部及び中間の管材26の
後端部には、内周径が止水パッキン2の外径より径大な
径大部が設けられ、この径大部には、取付部5が存在し
ない場合には前記径小部32の先端面を直に押圧し、ま
た、取付部5が存在する場合には該取付部5の側面、具
体的には押え部材12を押圧する押圧ジャッキ10(第一押
圧ジャッキ28及び第二押圧ジャッキ29)が周方向に所定
間隔を置いて複数並設されている。
At the rear end of the tube member 25 at the front end and at the rear end of the intermediate tube member 26, a large-diameter portion having an inner peripheral diameter larger than the outer diameter of the watertight packing 2 is provided. When the mounting portion 5 does not exist, the distal end surface of the small-diameter portion 32 is pressed directly. When the mounting portion 5 exists, the side surface of the mounting portion 5, specifically, the pressing member 12 is pressed. A plurality of pressing jacks 10 (first pressing jack 28 and second pressing jack 29) for pressing are arranged at predetermined intervals in the circumferential direction.

【0041】また、この押圧ジャッキ10は基部10aと伸
縮部10bとから成り、基部10aは外側の管材1の径大部
に連設され、伸縮部10bは内側の管材1の径小部32、若
しくは、該径小部32に設けられた取付部5に連設されて
いる。
The pressing jack 10 comprises a base 10a and a telescopic part 10b. The base 10a is connected to a large-diameter part of the outer tube 1 and the telescopic part 10b is a small-diameter part 32 of the inner tube 1. Alternatively, it is connected to the mounting portion 5 provided on the small diameter portion 32.

【0042】尚、押圧ジャッキ10を前後逆向きとし、基
部10aを内側の管材1(中間の管材26の先端部及び後端
の管材27の先端部)に連設し、伸縮部10bを外側の管材
1(先端の管材25の後端部及び中間の管材26の後端部)
に連設せしめる構成を採用しても良い。
The pressing jack 10 is turned upside down, the base 10a is connected to the inner tube 1 (the tip of the middle tube 26 and the tip of the rear tube 27), and the elastic portion 10b is connected to the outer tube. Tube material 1 (rear end of tube material 25 at the tip and rear end of intermediate tube material 26)
May be adopted.

【0043】図中、符号30は、管材と地山との摩擦抵抗
を低減する為の滑材(ベントナイト等)を導出する滑材
導出口30である。
In the drawing, reference numeral 30 denotes a sliding material outlet 30 for leading a sliding material (such as bentonite) for reducing the frictional resistance between the pipe and the ground.

【0044】第一実施例は上述のように構成したから、
中押し工法において使用される各管材1同志の連結部位
からの漏水を防止する止水パッキン2が管材1の内部か
ら交換できることになり、よって、この止水パッキン2
の交換により管材1を長距離に亙って配設できる実用性
に秀れた掘削推進装置となる。
Since the first embodiment is configured as described above,
The waterproof packing 2 used in the middle-push method for preventing water leakage from the connecting portion of the respective tubular materials 1 can be replaced from the inside of the tubular material 1.
By exchanging the pipe, the excavation propulsion apparatus which is excellent in practicality and can arrange the pipe material 1 over a long distance.

【0045】また、この止水パッキン2の取り付け位置
は内側の管材1の端部であるから、その取り付けは容易
であり、例えば、使用されている管材1が既存の日本下
水道規格(JSWAS)に規定される中押し管であって
も、該管材1の端部に取付部5を設けることで、簡単に
第一実施例に改造することができる。従って、例えば、
前記常設止水パッキン8が摩耗した際にのみ前記取付部
5や止水パッキン2を取り付けることもできる。即ち、
第一実施例は非常に汎用例に秀れたものである。
Further, since the mounting position of the waterproof packing 2 is at the end of the inner tube 1, the mounting is easy. For example, if the used tube 1 conforms to the existing Japan Sewerage Standard (JSWAS). Even if it is a specified center-pushed tube, it can be easily remodeled into the first embodiment by providing the attachment portion 5 at the end of the tube material 1. So, for example,
The mounting part 5 and the watertight packing 2 can be mounted only when the permanent watertight packing 8 is worn. That is,
The first embodiment is excellent in a very general purpose example.

【0046】また、下水管渠の構築の際等、最終的には
止水パッキン2や取付部5を除去しなければならない場
合でも(この場合、押圧ジャッキ10も除去される。)、
止水パッキン2の取り外しや取付部5の取り外しは容易
に行えることになる。
Further, even when the water-stop packing 2 and the mounting portion 5 must be finally removed, such as when constructing a sewer pipe (in this case, the pressing jack 10 is also removed).
The waterproof packing 2 and the mounting portion 5 can be easily removed.

【0047】また、止水パッキン2の取り付け位置は内
側の管材1の端部であるから、この止水パッキン2が摩
耗して漏水が発生した場合、直ぐに該漏水を察知した
り、目視で確認したりすることができ、よって、止水パ
ッキン2の補修や交換を的確に行うことができる。
Since the watertight packing 2 is mounted at the end of the inner tube 1, when the watertight packing 2 is worn and water leakage occurs, the water leakage can be immediately detected or visually confirmed. Thus, the watertight packing 2 can be repaired or replaced accurately.

【0048】また、止水パッキン2の摩耗等に応じて押
動体7の押動を調整すれば、該止水パッキン2が長期間
に亙って良好な止水作用を発揮することができる。更
に、押動体7は分割押動体18の集合によって構成されて
いるから、止水パッキン2が摩耗した部位のみ分割押動
体18の押動を多くして該摩耗した部位のみ止水パッキン
2の止水作用を強化することもできる。
Further, if the pushing movement of the pusher 7 is adjusted in accordance with the wear of the water-stopping packing 2 or the like, the water-stopping packing 2 can exhibit a good water-stopping action over a long period of time. Further, since the pushing body 7 is constituted by a set of the divided pushing bodies 18, the pushing of the divided pushing body 18 is increased only in the portion where the watertight packing 2 is worn, and the stopping of the watertight packing 2 is performed only in the worn portion. Water action can also be enhanced.

【0049】第二実施例は、内側の管材1の端部、即
ち、径小部32の先端部には取付部5が着脱自在に設けら
れ、この取付部5に設けられた凹条状の収納部13には、
弾性体19、具体的にはゴム製の中空チューブが配設さ
れ、この弾性体19の上に止水パッキン2が重合状態で配
設されたものである。
In the second embodiment, a mounting portion 5 is detachably provided at the end of the inner tube 1, that is, at the distal end of the small-diameter portion 32. In the storage unit 13,
An elastic body 19, specifically, a hollow tube made of rubber is provided, and the water-stop packing 2 is provided on the elastic body 19 in a superposed state.

【0050】この第二実施例は、弾性体19の弾性作用に
よって止水パッキン2を外側の管材1の内周面、即ち、
被嵌部31に押し付けて止水作用を良好に発揮させるもの
で、第一実施例に比し、その構成は簡易でコスト安とな
る。
In the second embodiment, the water-stop packing 2 is moved by the elastic action of the elastic body 19 to the inner circumferential surface of the outer tube 1, that is,
The structure is pressed against the fitted portion 31 so as to exhibit a good water stopping function, and its configuration is simpler and lower in cost than in the first embodiment.

【0051】尚、弾性体19として、例えば第一実施例で
例示した形状記憶樹脂材を採用しても良い。
Incidentally, as the elastic body 19, for example, the shape memory resin material exemplified in the first embodiment may be adopted.

【0052】また、その余は第一実施例と同様である。The rest is the same as in the first embodiment.

【0053】第三実施例は、内側の管材1の端部、即
ち、径小部32の先端部には取付部5が着脱自在に設けら
れ、この取付部5に設けられた凹条状の収納部13には、
弾性体19、即ち、バネ体19aが周方向に所定間隔を置い
て複数並設され、このバネ体19aの上に止水パッキン2
が配設されたものである。
In the third embodiment, a mounting portion 5 is detachably provided at the end of the inner tube 1, that is, at the distal end of the small-diameter portion 32. In the storage unit 13,
A plurality of elastic members 19, that is, spring members 19a are arranged side by side at predetermined intervals in the circumferential direction.
Is arranged.

【0054】この第三実施例も、第二実施例と同様、そ
の構成は簡易でコスト安となる。また、劣化したバネ体
19aを交換することにより、弾性体19の弾性作用を長期
間に亙って良好に発揮させることができる。
In the third embodiment, as in the second embodiment, the configuration is simple and the cost is low. Also, the deteriorated spring body
By replacing 19a, the elastic action of the elastic body 19 can be favorably exhibited over a long period of time.

【0055】また、その余は第一,第二実施例と同様で
ある。
The rest is the same as in the first and second embodiments.

【0056】第四実施例は、内側の管材1の端部、即
ち、径小部32の先端部には取付部5が着脱自在に設けら
れ、この取付部5に設けられた凹条状の収納部13には、
内部に中空部6を有し、該中空部6に流体を注入するこ
とで膨出し、この膨出によって止水作用を発揮する止水
パッキン2が設けられているものである。
In the fourth embodiment, a mounting portion 5 is detachably provided at the end of the inner tube 1, that is, at the distal end of the small-diameter portion 32. In the storage unit 13,
It has a hollow part 6 inside, and is provided with a water-stop packing 2 which swells by injecting a fluid into the hollow part 6 and exerts a water-stopping action by the swelling.

【0057】中空部6に注入する流体は、水等の液体で
も良いが、この場合、膨出圧が高くなると膨出部材6を
破損するおそれが生じる為、エア等の気体を注入する構
成を採用した方が良い。
The fluid to be injected into the hollow portion 6 may be a liquid such as water. However, in this case, if the swelling pressure is high, the swelling member 6 may be damaged. It is better to adopt.

【0058】また、第四実施例は、常設止水パッキン8
も、内部に中空部35を有し、該中空部35に流体を注入す
ることで膨出し、この膨出によって止水作用を発揮する
常設止水パッキン8を採用している。
In the fourth embodiment, the permanent watertight packing 8 is used.
Also, a permanent watertight packing 8 having a hollow portion 35 therein and swelling by injecting a fluid into the hollow portion 35 and exhibiting a water stopping action by the swelling is employed.

【0059】従って、この第四実施例によれば、常時
は、常設止水パッキン8を膨出させず、内側の管材1の
端部に設けた止水パッキン2のみ膨出させて該止水パッ
キン2の止水作用のみで漏水を防止し、この止水パッキ
ン2が摩耗した際には、常設止水パッキン8を膨出させ
て該常設止水パッキン8の止水作用により漏水を防止し
つつ、前記摩耗した止水パッキン2を収縮させて該止水
パッキン2を交換することができ、極めて良好に止水パ
ッキン2の交換を行うことができる。
Therefore, according to the fourth embodiment, the permanent watertight packing 8 is not always bulged, but only the watertight packing 2 provided at the end of the inner tube 1 is bulged. Water leakage is prevented only by the water stopping function of the packing 2, and when the water stopping packing 2 is worn, the permanent water stopping packing 8 is bulged to prevent water leakage by the water stopping function of the permanent water stopping packing 8. In addition, the water-proof packing 2 can be replaced by contracting the worn water-proof packing 2, and the water-proof packing 2 can be replaced very satisfactorily.

【0060】尚、中空部6を有する止水パッキン2とし
て、流体の注入によって膨出するタイプではなく、例え
ば第一実施例で例示した形状記憶樹脂材に止水作用を付
与したものを採用しても良い。
The water-stop packing 2 having the hollow portion 6 is not of a type that swells by injection of a fluid, but is, for example, a shape memory resin material exemplified in the first embodiment having a water-stop function. May be.

【0061】また、その余は第一,第二実施例と同様で
ある。
The rest is the same as in the first and second embodiments.

【0062】第五実施例は、第四実施例の別例で、常設
止水パッキン8として第一〜第三実施例と同様の通常の
常設止水パッキン8が採用されているものである。
The fifth embodiment is another example of the fourth embodiment, in which the same ordinary permanent watertight packing 8 as in the first to third embodiments is employed as the permanent watertight packing 8.

【0063】また、その余は第四実施例と同様である。The rest is the same as in the fourth embodiment.

【0064】以上、第一〜第五実施例によれば、長距離
に亙って管材1を配設しても摩擦抵抗が増大しない所謂
中押し工法と交換可能な止水パッキン2とにより、管材
1を極めて長距離に亙って配設することが可能となる。
As described above, according to the first to fifth embodiments, the watertight packing 2 which can be replaced by the so-called middle-pressing method in which the frictional resistance does not increase even if the pipe material 1 is arranged over a long distance can be used. 1 can be arranged over very long distances.

【0065】尚、第一〜第五実施例は中押し工法用の掘
削推進装置について説明したが、隣接する管材1同志が
重合され、一の管材1に対して隣接する他の管材1が摺
動する構成の掘削推進装置であれば、全て応用すること
ができる。
Although the first to fifth embodiments have described the excavation propulsion apparatus for the middle-push method, adjacent pipes 1 are superimposed, and one pipe 1 is slid on another pipe 1. Any excavation propulsion device having such a configuration can be applied.

【0066】また、これら第一〜第五実施例の構成は適
宜組み合わせて使用しても良い。
The configurations of the first to fifth embodiments may be used in an appropriate combination.

【0067】また、先端の管材25,中間の管材26及び後
端の管材27が、夫々一本ものの管材であっても同様であ
る。
The same applies to the case where each of the front end tube 25, the middle tube 26, and the rear end tube 27 is a single tube.

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

【図1】中押し工法の説明図である。FIG. 1 is an explanatory view of a middle pressing method.

【図2】従来の中押し工法用掘削推進装置の要部の説明
拡大側断面図である。
FIG. 2 is an explanatory enlarged side sectional view of a main part of a conventional excavation propulsion device for a middle-push method.

【図3】第一実施例の要部の説明拡大側断面図である。FIG. 3 is an explanatory enlarged side sectional view of a main part of the first embodiment.

【図4】第一実施例の要部の説明拡大縦断面図である。FIG. 4 is an explanatory enlarged vertical sectional view of a main part of the first embodiment.

【図5】第二実施例の要部の説明拡大側断面図である。FIG. 5 is an explanatory enlarged side sectional view of a main part of a second embodiment.

【図6】第三実施例の要部の説明拡大側断面図である。FIG. 6 is an explanatory enlarged side sectional view of a main part of a third embodiment.

【図7】第四実施例の要部の説明拡大側断面図である。FIG. 7 is an explanatory enlarged side sectional view of a main part of a fourth embodiment.

【図8】第五実施例の要部の説明拡大側断面図である。FIG. 8 is an explanatory enlarged side sectional view of a main part of a fifth embodiment.

【符号の説明】[Explanation of symbols]

1 管材 2 止水パッキン 4 掘削部 5 取付部 6 中空部 7 押動体 8 常設止水パッキン 9 開口部 10 押圧ジャッキ DESCRIPTION OF SYMBOLS 1 Pipe material 2 Waterproof packing 4 Excavation part 5 Mounting part 6 Hollow part 7 Pushing body 8 Permanent watertight packing 9 Opening 10 Press jack

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 先端に掘削部を有し、この掘削部の後方
にはn個の管材が配設され、隣接する二つの管材は被嵌
状態に設けられ、掘削部により地山を掘削すると共に一
の管材に対し隣接する他の管材をスライド推進せしめる
掘削推進装置であって、内側の管材の端部には取付部が
設けられ、この取付部には、前記隣接する二つの管材に
おける内側の管材の外周面と外側の管材の内周面との間
隙を閉塞する止水パッキンが設けられていることを特徴
とする掘削推進装置。
An excavated portion is provided at the tip, and n pipes are disposed behind the excavated portion, and two adjacent pipes are provided in a fitted state, and the excavated portion excavates the ground. And an excavation propulsion device for slidingly propelling another tube material adjacent to one tube material, wherein an attachment portion is provided at an end of the inner tube material, and the attachment portion is provided with an inner portion of the two adjacent tube materials. A watertight packing for closing a gap between an outer peripheral surface of the tubular member and an inner peripheral surface of the outer tubular member.
【請求項2】 先端に掘削部を有し、この掘削部の後方
には一番目の管材,二番目の管材,・・・,n番目の管
材が配設され、隣接する二つの管材は被嵌状態に設けら
れ、掘削部により地山を掘削すると共に、n−2番目の
管材をn−1番目の管材に対してスライド推進せしめ、
続いて、n−2番目の管材の推進を停止すると共にn−
1番目の管材をn番目の管材に対してスライド推進せし
める掘削推進装置であって、内側の管材の端部には取付
部が設けられ、この取付部には、前記隣接する二つの管
材における内側の管材の外周面と外側の管材の内周面と
の間隙を閉塞する止水パッキンが設けられていることを
特徴とする掘削推進装置。
2. An excavation portion is provided at a tip, and a first pipe material, a second pipe material,..., An n-th pipe material are disposed behind the excavation portion, and two adjacent pipe materials are covered. It is provided in the fitted state, excavates the ground by the excavation part, and slide-propelles the (n-2) -th pipe against the (n-1) -th pipe,
Subsequently, the propulsion of the (n-2) th pipe material is stopped, and
An excavation propulsion device for slidingly propelling a first pipe material with respect to an n-th pipe material, wherein an attachment portion is provided at an end of the inner tube material, and the attachment portion is provided with an inner portion of the two adjacent pipe materials. A watertight packing for closing a gap between an outer peripheral surface of the tubular member and an inner peripheral surface of the outer tubular member.
【請求項3】 請求項2記載の掘削推進装置において、
n−2番目の管材にはn−1番目の管材を押圧せしめ該
押圧の反力によりn−2番目の管材をn−1番目の管材
に対して前方へ推進せしめる押圧ジャッキが設けられて
いることを特徴とする掘削推進装置。
3. The excavation propulsion device according to claim 2,
The (n-2) -th pipe is provided with a pressing jack which presses the (n-1) -th pipe and pushes the (n-2) -th pipe forward with respect to the (n-1) -th pipe by a reaction force of the pressing. An excavation propulsion device characterized by the above-mentioned.
【請求項4】 請求項1〜3いずれか1項に記載の掘削
推進装置において、取付部は、内側の管材の端面に付設
されていることを特徴とする掘削推進装置。
4. The excavation propulsion device according to claim 1, wherein the mounting portion is attached to an end surface of the inner tube.
【請求項5】 請求項1〜4いずれか1項に記載の掘削
推進装置において、取付部若しくは止水パッキンの少な
くとも一方が着脱自在に設けられていることを特徴とす
る掘削推進装置。
5. The excavation propulsion device according to claim 1, wherein at least one of the mounting portion and the watertight packing is detachably provided.
【請求項6】 請求項1〜5いずれか1項に記載の掘削
推進装置において、止水パッキンとして、任意の時に内
側の管材の外周面と外側の管材の内周面との間隙を閉塞
する止水パッキンが採用されていることを特徴とする掘
削推進装置。
6. The excavation propulsion device according to claim 1, wherein the watertight packing seals a gap between an outer peripheral surface of the inner tube and an inner peripheral surface of the outer tube at any time. Drilling propulsion device characterized by adopting waterproof packing.
【請求項7】 請求項1〜6いずれか1項に記載の掘削
推進装置において、止水パッキンとして、内部に中空部
を有し、該中空部に流体を注入することで膨出する止水
パッキンが採用されていることを特徴とする掘削推進装
置。
7. The excavation propulsion device according to any one of claims 1 to 6, wherein the water stoppage packing has a hollow portion inside, and the water stoppage expands by injecting a fluid into the hollow portion. An excavation propulsion device characterized by using packing.
【請求項8】 請求項1〜7いずれか1項に記載の掘削
推進装置において、取付部として、外側の管材側に開口
する開口部を有する凹条状の取付部が採用されているこ
とを特徴とする掘削推進装置。
8. The excavation propulsion device according to claim 1, wherein a concave strip-shaped mounting portion having an opening that opens to an outer pipe material side is adopted as the mounting portion. Drilling propulsion equipment characterized.
【請求項9】 請求項1〜8いずれか1項に記載の掘削
推進装置において、取付部の底部には上下動自在の押動
体が設けられ、この押動体の押動により取付部に収納さ
れた止水パッキンが外側の管材の内周面に当接するよう
に構成されていることを特徴とする掘削推進装置。
9. The excavation propulsion device according to claim 1, wherein a vertically movable pusher is provided at a bottom portion of the mount, and the pusher is housed in the mount by pushing of the pusher. The excavation propulsion device, wherein the watertight packing is configured to contact the inner peripheral surface of the outer pipe material.
【請求項10】 請求項1〜9いずれか1項に記載の掘
削推進装置において、内側の管材として、外周面に外側
の管材の内周面と常時当接して両者の間隙を閉塞する常
設止水パッキンが設けられた管材が採用されていること
を特徴とする掘削推進装置。
10. The excavation propulsion device according to claim 1, wherein the inner tubular member is a permanent stop that always abuts the outer peripheral surface against the inner peripheral surface of the outer tubular member to close a gap therebetween. An excavation propulsion device comprising a pipe member provided with a water packing.
JP2001116955A 2001-04-16 2001-04-16 Drilling propulsion device Expired - Fee Related JP4695285B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001116955A JP4695285B2 (en) 2001-04-16 2001-04-16 Drilling propulsion device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001116955A JP4695285B2 (en) 2001-04-16 2001-04-16 Drilling propulsion device

Publications (2)

Publication Number Publication Date
JP2002309887A true JP2002309887A (en) 2002-10-23
JP4695285B2 JP4695285B2 (en) 2011-06-08

Family

ID=18967602

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1416203A1 (en) * 2002-10-30 2004-05-06 Claude Louis Jean Bresso Sealing arrangement for parts moving reciprocatingly with respect to each other and tunneling system using the same
CN110500122A (en) * 2019-08-22 2019-11-26 郑州市市政工程总公司 Jacking construction hole waterproofing reinforcement structure and jacking construction hole water proofing and reinforcing method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5352612U (en) * 1976-10-07 1978-05-06
JPS55123095U (en) * 1979-02-20 1980-09-01
JPS629432Y2 (en) * 1981-09-03 1987-03-04

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5352612U (en) * 1976-10-07 1978-05-06
JPS55123095U (en) * 1979-02-20 1980-09-01
JPS629432Y2 (en) * 1981-09-03 1987-03-04

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1416203A1 (en) * 2002-10-30 2004-05-06 Claude Louis Jean Bresso Sealing arrangement for parts moving reciprocatingly with respect to each other and tunneling system using the same
FR2846726A1 (en) * 2002-10-30 2004-05-07 Claude Bresso SEALING ARRANGEMENT FOR PARTS LIKELY TO IMPLEMENT A RELATIVE MOVEMENT AND TUNNELING SYSTEM USING SUCH AN ARRANGEMENT
CN110500122A (en) * 2019-08-22 2019-11-26 郑州市市政工程总公司 Jacking construction hole waterproofing reinforcement structure and jacking construction hole water proofing and reinforcing method
CN110500122B (en) * 2019-08-22 2024-04-12 郑州市市政工程总公司 Waterproof reinforcing structure and waterproof reinforcing method for pipe-jacking construction hole

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