JPH0552090A - Curve jacking method and propulsion supporter - Google Patents

Curve jacking method and propulsion supporter

Info

Publication number
JPH0552090A
JPH0552090A JP20946691A JP20946691A JPH0552090A JP H0552090 A JPH0552090 A JP H0552090A JP 20946691 A JP20946691 A JP 20946691A JP 20946691 A JP20946691 A JP 20946691A JP H0552090 A JPH0552090 A JP H0552090A
Authority
JP
Japan
Prior art keywords
propulsion
buried pipe
curved
pipe
buried
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP20946691A
Other languages
Japanese (ja)
Inventor
Koichi Kimura
宏一 木村
Takeetsu Shibano
健悦 柴野
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.)
Kidoh Construction Co Ltd
Original Assignee
Kidoh Construction 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 Kidoh Construction Co Ltd filed Critical Kidoh Construction Co Ltd
Priority to JP20946691A priority Critical patent/JPH0552090A/en
Publication of JPH0552090A publication Critical patent/JPH0552090A/en
Pending legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To provide the curve jacking method and propulsion supporter generating no local stress concentration on the end face of a buried pipe, capable of preventing the breakage of the buried pipe, generating no V-shaped gap between end faces of the buried pipes, requiring no sealing work, and applicable to a small-diameter buried pipe 8. CONSTITUTION:Propulsion supporters 20 provided with direction changing means 30, 40 in the middle of the axial direction are connected in sequence behind a leading body 10, a buried pipe 60 provided with a flexible section 64 in the middle of the axial direction is inserted into the propulsion supporter 20, and the front section 60a and the rear section 60b of the buried pipe 60 are held and fixed to the front section 20a and the rear section 20b of the propulsion supporter 20 by a holding/fixing means such as an expansion system 50 provided on the propulsion supporter 20. Propulsion force is applied to the propulsion supporters 20 while the propulsion supporters 20 and the buried pipe 60 are bent at a preset angle, and the buried pipe 60 is curvedly propelled.

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、曲線推進工法および
推進支持体に関し、詳しくは、下水管等の地下埋設管を
埋設施工する際に、地盤を開削することなく、地盤に直
接埋設孔を形成しながら、形成された埋設孔に埋設管を
埋設していく、いわゆる推進工法において、特に、曲線
部分を施工する方法、すなわち曲線推進工法と、この曲
線推進工法に用い、埋設孔を形成する先導体の後方に連
結されて先導体を推進させたり、埋設管を保持固定して
推進させたりする推進支持体に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a curved propulsion method and a propulsion support, and more specifically, when burying an underground burial pipe such as a sewer pipe, a burial hole is directly formed in the ground without excavating the ground. In the so-called propulsion method of burying the buried pipe in the formed burial hole while forming, especially the method of constructing a curved portion, that is, the curve propulsion method and the use of this curve propulsion method to form the burial hole The present invention relates to a propulsion support that is connected to the rear of a front conductor to propel the front conductor or hold and fix an embedded pipe to propel it.

【0002】[0002]

【従来の技術】推進工法は、埋設経路に沿って地盤を広
く開削する必要がないため、交通量が多く通行制限が行
い難い施工現場等に適した方法として、研究開発が進め
られている。そして、下水管等の埋設施工においては、
下水管の方向を変えたり、障害物を避けたりするため
に、埋設管を曲線状に埋設する場合がある。
2. Description of the Related Art Since the propulsion method does not require wide excavation of the ground along the buried route, research and development is being promoted as a method suitable for construction sites where there is a lot of traffic and it is difficult to restrict traffic. And in burial construction such as sewer pipes,
The buried pipe may be buried in a curved shape in order to change the direction of the sewer pipe and avoid obstacles.

【0003】従来、曲線部に推進工法を適用するには、
まず、アースオーガや圧密ヘッドを備えた先導体の周方
向に複数本の方向制御ジャッキを備えておき、この方向
制御ジャッキを伸縮させることによって、先導体を変向
させて所定の曲線方向を向かせる。この状態で、埋設管
列の最後尾に元押しジャッキ等で推進力を加えれば、先
導体は前記曲線方向へと推進されて、曲線状の埋設孔が
形成され、埋設管も、この曲線状の埋設孔に沿って送り
込まれるようになっている。
Conventionally, in order to apply the propulsion method to a curved portion,
First, a plurality of direction control jacks are provided in the circumferential direction of the front conductor provided with an earth auger and a compacting head, and by expanding and contracting the direction control jack, the front conductor is deflected and directed in a predetermined curved direction. Make it In this state, if a propulsive force is applied to the tail end of the buried pipe row with a pushing jack, etc., the leading conductor is propelled in the curved direction to form a curved buried hole, and the buried pipe also has this curved shape. It is designed to be fed along the buried hole of.

【0004】なお、埋設管自体は、通常の直線部分と同
じ直線円筒状のものを用いるので、曲線部分に沿って推
進される埋設管同士の端面には、曲率の内外周でV字形
の隙間があくことになる。このV字形の隙間は、埋設管
の敷設後に、内面側から塞がれて封止される。
Since the buried pipe itself has the same straight cylindrical shape as the normal straight part, the end faces of the buried pipes propelled along the curved part have a V-shaped gap between the inner and outer sides of the curvature. There will be a drop. The V-shaped gap is closed and sealed from the inner surface side after the buried pipe is laid.

【0005】[0005]

【発明が解決しようとする課題】ところが、上記のよう
な従来における曲線推進工法では、埋設管の破損が起き
たり、推進が不可能になる事故が頻繁に発生するという
問題があった。これは、曲線部分に埋設管を推進させて
いくと、前記したように、埋設管同士の端面にはV字形
の隙間があいた状態で、後方からの推進力が伝えられる
ことになる。すなわち、埋設管の端面には、曲線の内側
になる一部個所のみに推進力が加わり、この部分に大き
な集中部分が発生することになるのである。このように
埋設管の一部に応力集中が発生することによって、埋設
管の変形や破損が生じ、ひどい場合には埋設管の推進が
不可能になってしまうのである。
However, in the conventional curve propulsion method as described above, there are problems that the buried pipe may be damaged or accidents in which propulsion is impossible frequently occur. This is because when the embedded pipe is propelled to the curved portion, the propulsive force is transmitted from the rear in a state where the end faces of the embedded pipes have a V-shaped gap as described above. That is, on the end face of the buried pipe, the propulsive force is applied only to a part inside the curve, and a large concentrated part is generated in this part. As described above, the stress concentration occurs in a part of the buried pipe, so that the buried pipe is deformed or damaged, and in severe cases, the promotion of the buried pipe becomes impossible.

【0006】上記のような問題を解消するため、特公平
1−56240号公報に開示された先行技術では、埋設
管の端面間に複数個の開口調整部材を挟んでおき、曲線
部分を推進する際に、前記開口調整部材の長さを調整す
ることによって、曲線部の内外周の何れでも、埋設管の
端面同士が開口調整部材で連結された状態で、正確な曲
線状に推進されるようにしている。この方法では、曲線
部分の内周側および外周側の何れでも、埋設管同士の間
で開口調整部材を介して推進力の伝達が行われるので、
曲線部分の内側の一点のみに大きな応力集中が生じるこ
とはない。
In order to solve the above problems, in the prior art disclosed in Japanese Patent Publication No. 1-56240, a plurality of opening adjusting members are sandwiched between the end faces of the buried pipe to propel the curved portion. At this time, by adjusting the length of the opening adjusting member, it is possible to propel it in an accurate curved shape in a state where the end faces of the buried pipe are connected by the opening adjusting member at any of the inner and outer circumferences of the curved portion. I have to. In this method, the propulsive force is transmitted between the embedded pipes via the opening adjusting member on both the inner peripheral side and the outer peripheral side of the curved portion,
Large stress concentration does not occur only at one point inside the curved portion.

【0007】しかし、上記方法においても、後方の埋設
管を、その軸方向に沿って直線的に推進させようとする
力を、軸方向が一定角度ずれた前方の埋設管に伝えるの
で、曲線部の内周側と外周側とでは伝達される力すなわ
ち埋設管の端面に発生する応力の違いが生じ、どうして
も、曲線部の内周側のほうに外周側よりも大きな応力が
発生する。したがって、この方法でも、埋設管の端面で
は、曲線部の内周側が変形したり破損したりし易いとい
う問題が残っている。
However, even in the above method, since the force for linearly propelling the rear buried pipe along the axial direction is transmitted to the front buried pipe whose axial direction is deviated by a certain angle, the curved portion is curved. There is a difference in the force transmitted between the inner peripheral side and the outer peripheral side, that is, the stress generated on the end face of the buried pipe, and by necessity, a larger stress is generated on the inner peripheral side of the curved portion than on the outer peripheral side. Therefore, even with this method, there remains a problem that the inner peripheral side of the curved portion is easily deformed or damaged at the end surface of the buried pipe.

【0008】また、上記先行技術では、施工中に、前後
の埋設管の端面間に、いちいち開口調整部材を装着する
手間がかかり、作業能率が低下するという問題がある。
さらに、従来の曲線推進工法では何れも、施工後に、埋
設管同士の端面に生じるV字形の隙間を、内側から封止
する作業が必要であり、この封止作業は、作業者が埋設
管の内部に入って作業を行わなければならず、非常に面
倒で作業時間および施工コストを増大させることにな
る。特に、埋設管の管径が小さくて、作業者が埋設管内
に入ることが出来ない場合には、前記封止作業が出来な
いため、曲線推進工法を適用することが不可能であっ
た。
Further, in the above-mentioned prior art, there is a problem that it takes time and effort to mount the opening adjusting member between the end faces of the front and rear buried pipes during the construction, and the work efficiency is lowered.
Further, in any of the conventional curve propulsion methods, after the construction, it is necessary to seal the V-shaped gap generated on the end faces of the buried pipes from the inside, and this sealing work is performed by the operator. Since it is necessary to enter the inside to perform the work, it is very troublesome and increases the work time and the construction cost. In particular, when the diameter of the buried pipe is small and an operator cannot enter the buried pipe, the curving propulsion method cannot be applied because the sealing work cannot be performed.

【0009】そこで、この発明の課題は、前記のような
曲線推進工法において、従来技術の問題点を解消し、埋
設管の端面に局部的な応力集中が発生せず、埋設管の破
損を確実に防止することができるとともに、埋設管同士
の端面にV字形の隙間が生じず、前記封止作業が不要に
なり、作業者が内部に入ることの出来ない小口径の埋設
管に対する曲線推進工法にも適用できる方法を提供する
ことにある。また、このような方法に使用する推進支持
体を提供することにある。
Therefore, the object of the present invention is to solve the problems of the prior art in the above-mentioned curved propulsion method, to prevent local stress concentration on the end face of the buried pipe, and to ensure the damage of the buried pipe. In addition to the above, the V-shaped gap does not occur on the end faces of the buried pipes, the sealing work becomes unnecessary, and the curved propulsion method for the small-diameter buried pipes that the operator cannot enter inside. It is to provide a method that can also be applied to. It is also to provide a propulsion support for use in such a method.

【0010】[0010]

【課題を解決するための手段】上記課題を解決する、こ
の発明にかかる曲線推進工法は、先導体で曲線状の埋設
孔を形成しながら埋設管を前記曲線状の埋設孔に沿って
埋設する曲線推進工法において、先導体の後方に、軸方
向の途中に屈曲自在な変向手段を介して前方部と後方部
とが一体連結された推進支持体を順次連結していくとと
もに、推進支持体の外周に、軸方向の途中に屈曲可能な
可撓部を介して前方部と後方部とが一体接合された埋設
管を嵌挿し、推進支持体の前方部および後方部にそれぞ
れ備えた保持固定手段で、埋設管の前方部および後方部
を、推進支持体の前方部および後方部にそれぞれ保持固
定しておき、前記変向手段で各推進支持体の前方部と後
方部を所定の角度で変向させるとともに、推進支持体に
推進力を加えることにより、埋設管を曲線状に推進させ
ていく。
In the curved propulsion method according to the present invention for solving the above-mentioned problems, a buried pipe is buried along the curved buried hole while forming a curved buried hole with a lead conductor. In the curving propulsion method, a propulsion support body, in which a front portion and a rear portion are integrally connected to each other, is sequentially connected to a rear portion of a front conductor through a bendable deflecting means in the middle of an axial direction. An embedded pipe in which the front part and the rear part are integrally joined via a flexible part that can be bent in the middle of the axial direction is inserted into the outer periphery of the shaft, and is held and fixed in the front part and the rear part of the propulsion support. The front portion and the rear portion of the buried pipe are held and fixed to the front portion and the rear portion of the propulsion support body by means, respectively, and the front portion and the rear portion of each propulsion support body are fixed at a predetermined angle by the deflection means. Turn it around and apply propulsion to the propulsion support. By goes by promoting buried pipe curved.

【0011】先導体は、通常の推進工法で使用されてい
るものと同じものが用いられる。先導体の外径は、敷設
する埋設管の外径に合わせて設定される。先導体には、
アーオーガ等の掘削手段や、地盤に対する圧密ヘッド等
を備えていて、先導体の推進とともに埋設孔を形成して
いく。また、先導体から地盤面に泥水を循環供給し、掘
削された土砂を泥水とともに排出する機構などを備えた
ものもある。先導体には、先端の向きを変える方向制御
ジャッキ等の変向手段を設けておくことができる。変向
手段の具体的構造も、通常の推進工法における先導体用
の変向手段と同様の構造が適用できる。なお、先導体自
体には変向手段を設けず、後述する推進支持体の変向手
段で、先導体の推進方向を変向するだけでもよい。
As the lead conductor, the same one as used in the ordinary propulsion method is used. The outer diameter of the leading conductor is set according to the outer diameter of the buried pipe to be laid. For the leading conductor,
It is equipped with excavating means such as an auger and a compaction head for the ground, and forms a buried hole as the lead conductor is promoted. Further, there is also one provided with a mechanism for circulatingly supplying muddy water from the conductor to the ground surface and discharging the excavated earth and sand together with the muddy water. The front conductor may be provided with a turning means such as a direction control jack for changing the direction of the tip. As the specific structure of the diverting means, the same structure as that of the diverting means for the leading conductor in the ordinary propulsion method can be applied. It should be noted that the leading conductor itself may not be provided with a turning means, but the turning direction of the leading conductor may be changed only by the turning means for the propelling support described later.

【0012】推進支持体は、敷設する埋設管の内径より
も少し細い程度の円筒からなる軸体状をなしている。推
進支持体の内部には、先導体のアースオーガを駆動し
て、掘削された土砂を後方に送り出すオーガスクリュー
や、先導体の変向手段を作動させる油圧や空圧の配管、
電源ケーブル等が収容される。推進支持体は、軸方向の
途中で2分割され、分割された前方部と後方部の間に
は、変向手段を備えている。変向手段は、前方部と後方
部を軸方向につないで、一体的に運動させたり、推進力
を伝達したりできるとともに、連結された前方部と後方
部の軸方向を所定の角度で自由に変えることができるも
のである。通常、変向手段としては、前方部と後方部を
自由に屈曲できる状態で連結する連結手段と、前方部と
後方部のなす角度を所望の角度に調整固定する角度調整
手段を備えておくが、連結手段と角度調整手段が同一の
機構で構成されていてもよい。
The propulsion support is in the form of a shaft made of a cylinder having a diameter slightly smaller than the inner diameter of the buried pipe to be laid. Inside the propulsion support, an auger screw that drives the earth auger of the front conductor to send the excavated earth and sand backward, and hydraulic and pneumatic piping that operates the deflection means of the front conductor,
A power cable etc. are accommodated. The propulsion support body is divided into two in the middle of the axial direction, and a deflection means is provided between the divided front portion and rear portion. The diverting means connects the front part and the rear part in the axial direction so that they can integrally move and transmit a propulsive force, and the connected front part and the rear part can be freely moved at a predetermined angle in the axial direction. It can be changed to. Usually, as the diverting means, a connecting means for connecting the front part and the rear part in a freely bendable state and an angle adjusting means for adjusting and fixing the angle formed by the front part and the rear part to a desired angle are provided. The connecting means and the angle adjusting means may be configured by the same mechanism.

【0013】具体的には、連結手段として、例えば、前
方部と後方部の対向端面の外周で対称位置に、ヒンジ機
構を備えておけば、このヒンジ機構を旋回軸にして、前
方部と後方部が自由に屈曲できる。但し、上記のような
連結手段だけでは、前方部と後方部の角度が決まらな
い。そこで、角度調整手段が必要になる。角度調整手段
としては、スクリュージャッキや油空圧シリンダその他
の伸縮機構を、前方部と後方部の対向端面間で、外周の
複数個所に備えておく。これら複数個所の伸縮機構の伸
縮量を調整すれば、前方部と後方部の端面間の距離が場
所によって変わり、その結果、前方部と後方部の軸方向
を任意の角度に変向調整して固定することが可能にな
る。スクリュージャッキ等の伸縮機構であれば、ある程
度の荷重を負担することも出来るので、角度調整手段が
前記連結手段としての機能を果たすこともできる。連結
手段や角度調整手段としては、上記以外にも、同様の機
能を果たすことができれば、通常の各種機械装置におけ
る連結構造や角度調整構造を組み合わせて利用すること
が可能である。
Specifically, as a connecting means, for example, if a hinge mechanism is provided at symmetrical positions on the outer peripheries of the opposed end faces of the front part and the rear part, the hinge mechanism is used as a pivot and the front part and the rear part are connected. The part can be bent freely. However, the angle between the front portion and the rear portion cannot be determined only by the connecting means as described above. Therefore, angle adjusting means is required. As the angle adjusting means, screw jacks, hydraulic / pneumatic cylinders, and other expansion / contraction mechanisms are provided at a plurality of positions on the outer circumference between the opposed end faces of the front portion and the rear portion. By adjusting the amount of expansion and contraction of the expansion and contraction mechanism at these multiple locations, the distance between the end faces of the front part and the rear part changes depending on the location, and as a result, the axial direction of the front part and the rear part can be adjusted to an arbitrary angle. It becomes possible to fix. Since the expansion / contraction mechanism such as a screw jack can bear a certain amount of load, the angle adjusting means can also function as the connecting means. As the connecting means and the angle adjusting means, other than the above, as long as they can perform the same function, it is possible to use the connecting structure and the angle adjusting structure in various ordinary mechanical devices in combination.

【0014】角度調整手段の作動は、個々の推進支持体
毎に手動で操作するようにしてもよいが、角度調整手段
を電気あるいは油空圧で制御するようにして、連結され
て推進埋設される多数の推進支持体の角度調整手段を、
埋設孔の外部あるいは地上で、一括して作動制御するよ
うにしてもよい。このようにしておけば、埋設孔の直線
部分から曲線部分まで、施工位置毎に必要な角度で推進
支持体の前方部と後方部を屈曲させて、所望の軌跡を描
いて埋設管を敷設することができる。
The operation of the angle adjusting means may be manually operated for each individual propulsion support, but the angle adjusting means is electrically or hydraulically / pneumatically controlled so as to be connected and propulsion-embedded. A number of propulsion support angle adjustment means,
The operation may be collectively controlled outside the buried hole or on the ground. By doing this, from the straight part to the curved part of the burial hole, bend the front part and the rear part of the propulsion support body at the required angle for each construction position, and lay the buried pipe in a desired trajectory. be able to.

【0015】さらに、推進支持体に、前方部と後方部の
軸方向がなす角度を検出できるセンサ等の角度検出手段
を備えておけば、角度検出手段の検出信号をもとにし
て、埋設孔すなわち埋設管の曲線部分の曲率や曲がり方
向を知ることができる。また、角度検出手段の検出結果
をもとにして、角度調整手段の作動量を制御すれば、埋
設管の推進方向をより正確に制御することができる。
Further, if the propulsion support is provided with an angle detecting means such as a sensor capable of detecting an angle formed by the axial direction of the front part and the rear part, the buried hole is obtained based on the detection signal of the angle detecting means. That is, it is possible to know the curvature and bending direction of the curved portion of the buried pipe. Further, by controlling the operation amount of the angle adjusting means based on the detection result of the angle detecting means, the propulsion direction of the buried pipe can be controlled more accurately.

【0016】推進支持体の両端、すなわち、前方部の前
端と後方部の後端には、推進支持体同士を連結固定する
剛連結部を設けておくのが好ましい。剛連結部は、通常
のボルトによるフランジ結合など、連結する両者を、互
いに屈曲しないように、剛体的に一体固定できる連結構
造であり、既知の推進工法に用いられている推進支持体
同士の連結手段と同様の構造が適用される。
At both ends of the propulsion support, that is, at the front end of the front portion and the rear end of the rear portion, it is preferable to provide rigid connection portions for connecting and fixing the propulsion support members to each other. The rigid connecting part is a connecting structure that can rigidly and integrally fix the connecting parts, such as flange connection using normal bolts, so as not to bend each other, and is used to connect the propulsion supports used in known propulsion methods. A structure similar to the means applies.

【0017】推進支持体には、埋設管を保持固定する保
持固定手段を、前方部と後方部のそれぞれに設けてお
く。保持固定手段は、推進支持体の外周に埋設管を嵌挿
した状態で、埋設管の内面から保持固定して、推進時に
地盤から埋設管に加わる摩擦抵抗力等に対抗して、埋設
管を推進支持体に固定しておければよい。具体的には、
例えば、推進支持体の外周に、空気等の圧力媒体の供給
により膨張するゴム袋等からなる膨張体を設けておき、
この膨張体を膨張させて、埋設管の内面に押し当てるよ
うにすれば、膨張体と埋設管の間に作用する摩擦支持力
で、埋設管を膨張体に保持固定しておくことができる。
また、推進支持体の外周から埋設管側に機械的に移動し
て埋設管の内面を押圧する摩擦保持板を設けておいた
り、埋設管の内面に適当な係止凹凸部を設けておき、こ
の係止凹凸部に係合作動する係合部材を推進支持体に設
置しておいてもよい。その他、通常の機械装置における
保持構造あるいは固定構造を適用することができる。保
持固定手段のより具体的な構造は、本願発明者らが先に
発明し特許出願している特願昭63−298619号、
特願平1−183271号、特願平1−240408号
等に開示されている。
The propulsion support is provided with holding and fixing means for holding and fixing the buried pipe in each of the front part and the rear part. The holding and fixing means holds and fixes the embedded pipe from the inner surface of the embedded pipe in a state where the embedded pipe is inserted into the outer periphery of the propulsion support, and counteracts the frictional resistance force applied from the ground to the embedded pipe during propulsion to prevent the embedded pipe from moving. It may be fixed to the propulsion support. In particular,
For example, on the outer periphery of the propulsion support, an expansion body made of a rubber bag or the like that expands when a pressure medium such as air is supplied is provided.
If the inflatable body is inflated and pressed against the inner surface of the embedded pipe, the embedded pipe can be held and fixed to the inflatable body by the friction supporting force acting between the inflatable body and the embedded pipe.
Further, a friction holding plate that mechanically moves from the outer periphery of the propulsion support to the embedded pipe side to press the inner surface of the embedded pipe is provided, or an appropriate locking uneven portion is provided on the inner surface of the embedded pipe. An engaging member that engages with the engaging concave and convex portion may be installed on the propulsion support. In addition, a holding structure or a fixing structure in an ordinary mechanical device can be applied. A more specific structure of the holding and fixing means is described in Japanese Patent Application No. Sho 63-298619, which the present inventors previously invented and applied for a patent.
It is disclosed in Japanese Patent Application Nos. 1-183272 and 1-240408.

【0018】埋設管は、下水管や電線管等の使用目的に
応じて、任意の材料および寸法を有するものが使用で
き、具体的には、ヒューム管、強化樹脂管、塩ビ管、鋼
管、その他の通常の推進工法が適用できる管材料が自由
に利用できる。この発明は、比較的に軸方向耐荷力に劣
る塩ビ管等を用いたときに最も好ましい効果が発揮でき
る。埋設管の径や長さも自由に設定できる。
As the buried pipe, those having arbitrary materials and dimensions such as sewer pipes and electric wire pipes can be used, and specifically, fume pipes, reinforced resin pipes, vinyl chloride pipes, steel pipes, etc. The pipe material to which the usual propulsion method can be applied can be freely used. The present invention can exert the most preferable effect when a PVC pipe or the like having a relatively poor axial load bearing capacity is used. The diameter and length of the buried pipe can be freely set.

【0019】この発明では、埋設管として、軸方向の途
中に屈曲可能な可撓部を介して前方部と後方部とが一体
接合されたものを用いる。可撓部の位置は、前記した推
進支持体の変向手段の設置個所に対応する位置に配置さ
れる。可撓部の前方部および後方部の連結個所は、隙間
があかないように密着接合しておく。可撓部の材料は、
埋設管を施工する曲線部分の曲率に合わせて屈曲できる
程度に変形可能であるとともに、施工後には埋設管の一
部を構成できる程度の機械的強度あるいは耐久性を有す
る材料が使用される。可撓部の具体的構造としては、ゴ
ムや弾性樹脂等の弾力的に変形可能な材料からなる環状
の可撓部を、埋設管の前方部と後方部の間に挟んで、接
着、ボルト結合、リベット結合、凹凸嵌合、金具による
接合、その他の締結手段で、一体的に固定しておけばよ
い。可撓部は、材料自体の弾力変形だけで変形するもの
のほか、蛇腹状等の変形し易い形状構造を備えたもので
あってもよい。
In the present invention, as the buried pipe, one in which the front portion and the rear portion are integrally joined via a bendable flexible portion midway in the axial direction is used. The position of the flexible portion is arranged at a position corresponding to the installation position of the above-mentioned propulsion support deflecting means. The connecting parts of the front part and the rear part of the flexible part are closely joined so that there is no gap. The material of the flexible part is
A material is used that is deformable to the extent that it can be bent according to the curvature of the curved portion of the buried pipe and that has sufficient mechanical strength or durability to form a part of the buried pipe after construction. As the specific structure of the flexible part, an annular flexible part made of an elastically deformable material such as rubber or elastic resin is sandwiched between the front part and the rear part of the buried pipe to be bonded or bolted. It may be fixed integrally by rivet connection, concavo-convex fitting, metal fitting, or other fastening means. The flexible portion may be deformed only by elastic deformation of the material itself, or may be a flexible structure such as a bellows.

【0020】埋設管の両端は、通常の埋設管と同様に、
埋設管同士を嵌合連結するための嵌合部や、嵌合用のカ
ラーを嵌合する嵌合段部などを設けておくのが好まし
い。埋設管は、前記した推進支持体に保持固定されるの
で、推進支持体同士の連結個所と同様に、埋設管同士
も、その端部で直線的に連結される。埋設管同士を隙間
なく連結するだけでも、ある程度の封止機能は果たせる
が、埋設管同士の連結部分を、接着や熱融着その他の通
常の接合手段で連結固定して継ぎ目を封止しておくと、
施工後に埋設管同士の連結個所を封止する作業を行わな
くても、確実に封止しておくことができるようになる。
Both ends of the buried pipe are the same as a normal buried pipe.
It is preferable to provide a fitting portion for fitting and connecting the buried pipes, a fitting step portion for fitting a fitting collar, and the like. Since the embedded pipe is held and fixed to the above-mentioned propulsion support, the embedded pipes are also linearly connected at their ends, similarly to the connection point between the propulsion supports. Even if the embedded pipes are connected together without a gap, the sealing function can be achieved to some extent, but the joints between the embedded pipes are connected and fixed by bonding, heat fusion, or another ordinary joining means to seal the seam. If you put
Even if the work of sealing the connection portion between the buried pipes is not performed after the construction, the sealing can be surely performed.

【0021】上記した構造の各装置部材を用いる曲線推
進工法について説明する。埋設管を敷設しようとする経
路の地盤に、適当な距離をあけて立坑を掘削し、この立
坑の側面から地盤内に先導体を推進させていって、埋設
孔を形成するのは、通常の推進工法と同じである。この
発明では、先導体の後方に、埋設管を嵌挿して保持固定
した推進支持体を、剛連結部を利用して順次継ぎ足して
いく。推進支持体および埋設管の連結作業は、従来の通
常の推進工法と同様に行われる。この状態で、推進支持
体に、立坑内に設置された元押しジャッキ等で推進力を
加える。推進支持体に加えられた推進力は、順次前方の
推進支持体に伝達されるとともに、保持固定手段を介し
て埋設管に伝達される。推進力は、最先端の先導体にも
伝達されて先導体を推進させることになる。
A curve propulsion method using each device member having the above structure will be described. It is normal to form a buried hole by excavating a vertical shaft at an appropriate distance in the ground of the route where the buried pipe is laid and propelling the front conductor into the ground from the side of this vertical shaft. It is the same as the propulsion method. In the present invention, the propulsion support body in which the embedded pipe is inserted and retained and fixed is sequentially added to the rear of the front conductor by utilizing the rigid connection portion. The operation of connecting the propulsion support and the buried pipe is performed in the same manner as the conventional ordinary propulsion method. In this state, a propulsion force is applied to the propulsion support by using a push jack installed in the shaft. The propulsive force applied to the propulsion support body is sequentially transmitted to the front propulsion support body and is also transmitted to the embedded pipe through the holding and fixing means. The propulsion force is also transmitted to the leading edge conductor to propel the leading conductor.

【0022】つぎに、曲線部分に対して推進工法を行う
際には、先導体の変向手段を作動させて、先導体の進む
方向を変える。これは、従来の曲線推進工法と同様であ
る。先導体が向きを変えると、それにつづく推進支持体
および埋設管も、順次向きを変えながら推進されなけれ
ばならない。そのため、各推進支持体の変向手段を、先
導体の変向角度すなわち埋設孔の曲率に合わせて、所定
の角度だけ作動させ、前方部と後方部のなす角度を変え
る。そうすると、推進支持体に保持固定されている埋設
管も、前方部と後方部が可撓部で所定の角度だけ屈曲す
る。その結果、推進支持体および埋設管は、埋設孔の曲
率に合わせてスムーズに向きを変えながられ推進されて
いく。
Next, when the propulsion method is applied to the curved portion, the deflecting means of the lead conductor is operated to change the traveling direction of the lead conductor. This is similar to the conventional curve propulsion method. When the lead conductor turns, the propulsion support and the buried pipe that follow must also be propelled in turn. Therefore, the deflection means of each propulsion support is operated by a predetermined angle according to the deflection angle of the leading conductor, that is, the curvature of the buried hole, and the angle formed by the front portion and the rear portion is changed. Then, also in the embedded pipe held and fixed to the propulsion support, the front portion and the rear portion are bent at the flexible portions by a predetermined angle. As a result, the propulsion support and the buried pipe are propelled while smoothly changing their directions according to the curvature of the buried hole.

【0023】先導体が、目的の立坑まで推進されれば、
先導体および推進支持体を埋設孔から撤去し、埋設管の
みを埋設孔内に残しておく。このとき、推進支持体の保
持固定手段による埋設管の保持固定を解除しながら、推
進支持体同士の連結も解除して、推進支持体を順次撤去
する。以後の工程は、通常の推進工法と同様に行われる
が、この発明では、埋設管同士の連結部分は、隙間なく
一体連結することができるとともに、曲線部分で屈曲し
た可撓部も前方部および後方部と一体接合されているの
で、従来の曲線推進工法のように、埋設管の端面間に生
じるV字形の隙間を埋める作業を行う必要はない。
If the leading conductor is propelled to the intended shaft,
The lead conductor and the propulsion support are removed from the burial hole, leaving only the burial pipe in the burial hole. At this time, while holding and fixing the embedded pipe by the holding and fixing means of the propulsion support, the connection between the propulsion supports is also released, and the propulsion supports are sequentially removed. The subsequent steps are carried out in the same manner as in the ordinary propulsion method, but in the present invention, the connecting portions of the buried pipes can be integrally connected without a gap, and the flexible portion bent at the curved portion is Since it is integrally joined to the rear portion, it is not necessary to perform the work of filling the V-shaped gap generated between the end faces of the buried pipe, unlike the conventional curve propulsion method.

【0024】上記施工において、出発立坑と目的立坑の
間に形成する埋設孔、すなわち埋設管の敷設経路が全て
同じ曲率の曲線部分のみであれば、各推進支持体の変向
手段は、当初から一定の角度に固定しておけばよい。し
かし、曲線部分の曲率が場所によって変化する場合、あ
るいは、曲線部分と直線部分とが混在する場合には、埋
設管および推進支持体の通過位置によって、変向手段の
変向角度を段階的もしくは連続的に変える必要がある。
このように、推進中に変向角度を変える必要がある場合
には、前記したように、変向手段の角度調整手段を、地
上等から遠隔操作できるようにしておくと、非常に便利
である。上記説明からも判るように、この発明にかかる
曲線推進工法は、曲線部分の施工だけでなく、曲線部分
と直線部分とが混在する施工場所にもそのまま適用でき
るものである。
In the above construction, if the burial hole formed between the starting shaft and the target shaft, that is, the laying route of the buried pipe is only the curved portion having the same curvature, the diverting means of each propulsion support is It may be fixed at a fixed angle. However, when the curvature of the curved portion changes depending on the location, or when the curved portion and the straight portion are mixed, the turning angle of the turning means is changed stepwise or depending on the passage position of the embedded pipe and the propulsion support. Need to change continuously.
Thus, when it is necessary to change the turning angle during propulsion, it is very convenient to allow the angle adjusting means of the turning means to be remotely operated from the ground or the like, as described above. .. As can be seen from the above description, the curved propulsion method according to the present invention can be applied not only to the construction of the curved portion but also to the construction site where the curved portion and the straight portion are mixed.

【0025】[0025]

【作用】埋設管を推進支持体に保持固定させた状態で、
この推進支持体を先導体の後方に連結していき、推進支
持体に推進力を加えるようにすれば、埋設管には、保持
固定された推進支持体から推進力が伝達されるので、埋
設管の端面同士の間で推進力を伝達する必要がなくな
る。
[Operation] With the embedded pipe held and fixed to the propulsion support,
If this propulsion support is connected to the rear of the leading conductor and a propulsion force is applied to the propulsion support, the propulsion force is transmitted from the propulsion support that is held and fixed to the buried pipe. There is no need to transfer propulsive force between the end faces of the tube.

【0026】推進支持体が、変向手段で、その前方部と
後方部のなす角度を変向できるようになっているととも
に、埋設管も、前方部と後方部が可撓部を介して屈曲可
能になっていれば、推進支持体の屈曲角度に合わせて埋
設管も屈曲し、推進支持体とともに埋設管を、任意の曲
線に沿って推進させることができる。その結果、曲線状
の埋設孔に埋設管を推進させていっても、埋設管同士の
端面には、何らの外力も作用しない。また、推進支持体
および埋設管を変向手段および可撓部で屈曲させて、曲
線部分の曲率に沿って正確にスムーズに向きを変えなが
ら推進させることができるので、曲線部分を推進させる
際に、埋設管に加わる地盤の抵抗力等も極めて小さくな
り、埋設管に偏った力が加わらない。
The propulsion support member can change the angle formed by the front portion and the rear portion thereof by the changing means, and the buried pipe also bends at the front portion and the rear portion through the flexible portion. If possible, the embedded pipe can also be bent in accordance with the bending angle of the propulsion support, and the embedded pipe can be propelled along an arbitrary curve together with the propulsion support. As a result, even if the embedded pipe is propelled through the curved embedded hole, no external force acts on the end faces of the embedded pipes. In addition, since the propulsion support and the buried pipe can be bent by the deflecting means and the flexible portion and can be propelled while accurately and smoothly changing the direction along the curvature of the curved portion, when propelling the curved portion. Also, the resistance force of the ground applied to the buried pipe is extremely small, and the biased force is not applied to the buried pipe.

【0027】したがって、従来の曲線推進工法のよう
に、埋設管の端面に加わる伝達力のアンバランスで、局
部的な応力集中が発生するという問題が解消され、曲線
部分を推進させても埋設管が破損したり推進が不可能に
なるようなことは無くなる。しかも、この発明では、推
進支持体および埋設管の軸方向の途中を屈曲させている
ので、推進支持体同士の連結、および、埋設管同士の連
結は、従来の推進工法と同様に、フランジ結合や嵌合に
よる剛体状の連結構造が適用できることになり、推進支
持体および埋設管の連結作業が容易であり、作業能率が
高いものとなる。
Therefore, unlike the conventional curve propulsion method, the problem of localized stress concentration due to the imbalance of the transmission force applied to the end surface of the buried pipe is solved, and the buried pipe is propelled even if the curved portion is propelled. There is no possibility of damage or damage to the propulsion. In addition, in the present invention, since the propelling support and the buried pipe are bent in the middle in the axial direction, the propelling supports are connected to each other and the buried pipes are connected to each other by flange coupling, as in the conventional propulsion method. Since a rigid body-like connection structure by fitting or fitting can be applied, the work of connecting the propulsion support and the buried pipe is easy, and the work efficiency is high.

【0028】[0028]

【実施例】ついで、この発明の実施例を図面を参照しな
がら、以下に詳しく説明する。図1は、曲線推進工法の
施工状態を、地盤の水平断面について表している。ま
ず、先頭には先導体10が配置される。先導体10は、
外径が円筒状をなすとともに、先端部11が円錐状に尖
って内側に傾斜しており、この先端部11を地盤に突き
進めていく。先端部11の内側に取り込まれた土砂は、
先導体10の後方に送られ、最終的には立坑(図示せ
ず)から排出される。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 shows a construction state of the curved propulsion method for a horizontal cross section of the ground. First, the leading conductor 10 is arranged at the head. The leading conductor 10 is
The outer diameter is cylindrical, and the tip 11 is conically pointed and inclined inward, and the tip 11 is pushed toward the ground. The earth and sand taken inside the tip 11 is
It is sent to the rear of the front conductor 10 and finally discharged from a shaft (not shown).

【0029】先導体10の後方には、推進支持体20が
連結されている。推進支持体20は、定尺の鋼管等から
なる軸体状をなし、先端が先導体10の背後に、旋回可
能なヒンジ機構12で連結されている。推進支持体20
と先導体10は、外周の複数個所に設けられた伸縮自在
な伸縮機構14、14でも連結されている。推進支持体
20は、順次後方に連結され、推進支持体20の最後尾
は、出発立坑に達していて、元押しジャッキ等の推進力
付加手段に連結される。
A propulsion support 20 is connected behind the front conductor 10. The propulsion support body 20 is in the form of a shaft made of a fixed-length steel pipe or the like, and its tip is connected to the back of the front conductor 10 by a pivotable hinge mechanism 12. Propulsion support 20
The front conductor 10 and the front conductor 10 are also connected to each other by expansion / contraction mechanisms 14 and 14 provided at a plurality of positions on the outer circumference. The propulsion support bodies 20 are sequentially connected to the rear, and the rearmost end of the propulsion support bodies 20 reaches a starting shaft and is connected to a propulsion force adding means such as a push jack.

【0030】第2図は、推進支持体20の構造を示し、
前方部20aと後方部20bが間に一定の隙間をあけて
配置され、両者がヒンジ機構30および角度調整手段4
0を介して一体に連結されている。前方部20aの前端
および後方部20bの後端には、外方に延びる円環状の
フランジ部24が設けられている。推進支持体20同士
を連結する際には、前記フランジ部24、24を合わせ
て、ボルト等で締結固定する。前方部20aと後方部2
0bの対面個所では、外周で直径方向の対向する位置に
ヒンジ機構30が設けられ、ヒンジ機構30と直交する
位置で、前方部20aおよび後方部20bの内面側には
角度調整手段となる伸縮シリンダ機構40が設けられて
いる。前方部20aおよび後方部20bの外周には、保
持固定手段となるリング状のゴムチューブからなる膨張
機構50が設けられている。膨張機構50は、前方部2
0aおよび後方部20bのそれぞれに対して、両端近く
に一対づつ設けられている。
FIG. 2 shows the structure of the propulsion support 20,
The front portion 20a and the rear portion 20b are arranged with a certain gap therebetween, and both are arranged by the hinge mechanism 30 and the angle adjusting means 4.
They are connected together via 0. An annular flange portion 24 that extends outward is provided at the front end of the front portion 20a and the rear end of the rear portion 20b. When connecting the propulsion support members 20 to each other, the flange portions 24, 24 are aligned and fastened and fixed with bolts or the like. Front part 20a and rear part 2
At a facing portion of 0b, a hinge mechanism 30 is provided at diametrically opposite positions on the outer circumference, and at a position orthogonal to the hinge mechanism 30, the telescopic cylinder serving as an angle adjusting means on the inner surface side of the front portion 20a and the rear portion 20b. A mechanism 40 is provided. On the outer periphery of the front portion 20a and the rear portion 20b, an expansion mechanism 50 formed of a ring-shaped rubber tube serving as a holding and fixing means is provided. The expansion mechanism 50 includes the front portion 2
A pair is provided near both ends for each of 0a and the rear part 20b.

【0031】ヒンジ機構30は、図4あるいは図5に示
すように、前方部20aから延長して一体に設けられた
ヒンジ板34と、後方部20bから延長して一体に設け
られたヒンジ板32とに、ヒンジピン36を嵌挿して一
体連結しており、ヒンジピン36の軸と直交する方向
に、前方部20aと後方部20bが旋回もしくは屈曲で
きるようになっている。
As shown in FIG. 4 or 5, the hinge mechanism 30 includes a hinge plate 34 extending integrally from the front portion 20a and a hinge plate 32 extending integrally from the rear portion 20b. The hinge pin 36 is fitted and connected integrally therewith, and the front portion 20a and the rear portion 20b can be turned or bent in a direction orthogonal to the axis of the hinge pin 36.

【0032】伸縮シリンダ機構40は、油圧もしくは空
圧で作動するシリンダ装置であり、シリンダ本体42
が、旋回自在な支持部46で前方部20aに支持され、
シリンダ本体42から突出作動するピストン軸43が、
旋回自在な支持部48で後方部20bに支持されてい
る。したがって、シリンダ本体42からピストン軸43
が出入りすることによって、前方部20aと後方部20
bを互いに遠ざけたり近づけたりする方向に力が作用す
る。対向する2個所の伸縮シリンダ機構40のピストン
軸43を互いに逆の方向に作動させると、前記したヒン
ジ機構30で連結された前方部20aと後方部20b
は、ヒンジピン36を中心にして旋回し、推進支持体2
0が軸方向の中央で屈曲することになる。
The telescopic cylinder mechanism 40 is a cylinder device that operates hydraulically or pneumatically.
Is supported by the front portion 20a by a rotatable support portion 46,
The piston shaft 43, which operates to project from the cylinder body 42,
It is supported by the rear portion 20b by a swingable support portion 48. Therefore, from the cylinder body 42 to the piston shaft 43
By moving in and out, the front portion 20a and the rear portion 20a
A force acts in the direction of moving b away from each other or moving them closer together. When the piston shafts 43 of the two telescopic cylinder mechanisms 40 facing each other are operated in opposite directions, the front part 20a and the rear part 20b connected by the hinge mechanism 30 are connected.
Swivels about the hinge pin 36 to move the propulsion support 2
0 will bend at the center in the axial direction.

【0033】膨張機構50は、推進支持体20の外周を
取り囲むように、ゴム等の弾性材料からなるチューブ状
の膨張体52が設置されている。膨張体52は、推進支
持体20に取り付けられた支持枠54に内周側で取付固
定されている。なお、膨張体52には、圧力空気等の圧
力媒体を供給および排出するための給排部(図示せず)
が設けられている。給排部には、通常の圧力配管用のバ
ルブ等が取り付けられている。推進支持体20に備えた
複数の膨張体52は互いに圧力配管で連結しておいても
よい。但し、前方部20aと後方部20bにわたる圧力
配管は、推進支持体20が屈曲できるように、屈曲可能
な継手部を設けておいたり、可撓性配管で構成しておく
のが好ましい。また、前後に連結する推進支持体20の
膨張体52同士も圧力配管で連結しておくことができ
る。
The expansion mechanism 50 is provided with a tubular expansion body 52 made of an elastic material such as rubber so as to surround the outer periphery of the propulsion support body 20. The expander 52 is attached and fixed to the support frame 54 attached to the propulsion support 20 on the inner peripheral side. A supply / discharge unit (not shown) for supplying and discharging a pressure medium such as compressed air to the expansion body 52.
Is provided. A valve or the like for normal pressure piping is attached to the supply / discharge unit. The plurality of expanders 52 included in the propulsion support 20 may be connected to each other by pressure piping. However, it is preferable that the pressure pipe extending over the front portion 20a and the rear portion 20b is provided with a bendable joint portion or is configured by a flexible pipe so that the propulsion support 20 can be bent. In addition, the expansion bodies 52 of the propulsion support body 20 that are connected to each other in the front-rear direction can be connected to each other by pressure piping.

【0034】図3は、埋設管60の構造を示している。
埋設管60は、前方部60aおよび後方部60bに分割
構成され、両者60a、60bの中間に可撓部64が挟
まれて配置されている。前方部60aおよび後方部60
bは、通常の埋設管と同様に、塩ビ管などで形成されて
いる。可撓部64は、ゴム等の弾力的に変形可能な材料
で構成されている。可撓部64と前方部60aおよび後
方部60bは、接着などの手段で一体接合されている。
したがって、埋設管60は、可撓部64の個所で屈曲で
きるようになっている。埋設管60の両端には、嵌合段
部66が形成されており、埋設管60同士を軸方向に連
結する際に、隣接する埋設管60の嵌合段部66に円筒
状のカラー68等を嵌合して、連結一体化させる。連結
面には、必要に応じて接着剤が塗布される。なお、この
発明ては、埋設管60同士の間で推進力等を伝達するこ
とはないので、埋設管60同士の連結強度はそれほど要
求されないが、施工後に、埋設管60同士の連結部分か
ら地盤中の土砂や水が侵入しないように、連結部分を確
実に固定封止しておくのが好ましい。
FIG. 3 shows the structure of the buried pipe 60.
The embedded pipe 60 is divided into a front portion 60a and a rear portion 60b, and a flexible portion 64 is arranged between the two portions 60a and 60b. Front part 60a and rear part 60
b is formed of a vinyl chloride pipe or the like, like a normal buried pipe. The flexible portion 64 is made of an elastically deformable material such as rubber. The flexible portion 64 and the front portion 60a and the rear portion 60b are integrally joined by means such as adhesion.
Therefore, the buried pipe 60 can be bent at the flexible portion 64. Fitting step portions 66 are formed at both ends of the embedded pipe 60, and when the embedded pipes 60 are axially connected to each other, a cylindrical collar 68 or the like is formed on the fitting step portions 66 of the adjacent embedded pipes 60. Are fitted and connected and integrated. An adhesive is applied to the connecting surface as needed. In addition, in this invention, since the propulsive force or the like is not transmitted between the buried pipes 60, the connecting strength between the buried pipes 60 is not so required, but after the construction, from the connecting portion between the buried pipes 60 to the ground. It is preferable to securely fix and seal the connecting portion so that the earth and sand and water inside do not enter.

【0035】上記のような埋設管60を、前記推進支持
体20の外周に嵌挿した状態で、膨張体52に圧力媒体
を導入すると、図4あるいは図5に示すように、膨張体
52が外周に向かって膨張し、膨張体52の外面が埋設
管60の内面に押し付けられることになる。膨張体52
から埋設管60に一定の圧力を加えておけば、膨張体5
2と埋設管60の間に摩擦支持力が発生するので、埋設
管60は軸方向にずれることなく、推進支持体20に確
実に保持固定されることになる。膨張体52に導入する
圧力空気の量もしくは圧力を変えれば、埋設管60に対
する押圧力すなわち保持固定力を調整することができ
る。膨張体52に導入された圧力空気を開放してしまえ
ば、埋設管60に対する保持固定は解除され、埋設管6
0から推進支持体20を抜き出すことができる。
When the pressure medium is introduced into the expander 52 with the above-mentioned buried pipe 60 fitted in the outer periphery of the propulsion support 20, the expander 52 is removed as shown in FIG. 4 or FIG. It expands toward the outer circumference, and the outer surface of the expander 52 is pressed against the inner surface of the buried pipe 60. Expander 52
If a certain pressure is applied to the buried pipe 60 from the
Since a frictional supporting force is generated between the embedded pipe 60 and the embedded pipe 60, the embedded pipe 60 is securely held and fixed to the propulsion support 20 without being displaced in the axial direction. By changing the amount or pressure of the compressed air introduced into the expander 52, the pressing force, that is, the holding and fixing force with respect to the buried pipe 60 can be adjusted. When the pressurized air introduced into the expander 52 is released, the holding and fixing of the buried pipe 60 is released, and the buried pipe 6 is released.
The propulsion support 20 can be extracted from zero.

【0036】なお、推進支持体20の前方部20aおよ
び後方部20bに設けられた膨張体52が、埋設管60
の前方部60aおよび後方部60bのそれぞれの内面に
当接するので、推進支持体20が屈曲したときには、推
進支持体20の屈曲状態にしたがって、埋設管60も屈
曲することになる。埋設管60の保持固定手段として、
上記のような膨張機構50を用いれば、膨張体52が弾
力的に埋設管60の内面に当接するので、埋設管60の
内面を傷つけたり変形させたりすることがなく、しか
も、確実に保持固定することができる。また、埋設管6
0の内径にバラツキや誤差があっても、膨張体52の弾
力的な変形によって吸収することができる。複雑な作動
機構がないので故障の可能性が少なく、圧力媒体の供給
を制御するだけで、簡単かつ確実に埋設管60の保持固
定および解除が行える。
It should be noted that the expansion bodies 52 provided on the front portion 20a and the rear portion 20b of the propulsion support member 20 are replaced by the buried pipe 60.
Since the inner surfaces of the front portion 60a and the rear portion 60b are in contact with each other, when the propulsion support body 20 is bent, the embedded pipe 60 is also bent according to the bending state of the propulsion support body 20. As a means for holding and fixing the buried pipe 60,
When the expansion mechanism 50 as described above is used, the expansion body 52 elastically abuts against the inner surface of the embedded pipe 60, so that the inner surface of the embedded pipe 60 is not damaged or deformed, and is securely held and fixed. can do. Also, the buried pipe 6
Even if there is a variation or error in the inner diameter of 0, it can be absorbed by the elastic deformation of the expander 52. Since there is no complicated operation mechanism, there is little possibility of failure, and the embedded pipe 60 can be held and fixed and released easily and reliably only by controlling the supply of the pressure medium.

【0037】以上に説明した推進支持体20および埋設
管60を用いる曲線推進工法について説明する。先導体
10を立坑の内側面から地盤内に推進させて埋設孔を形
成するのは、通常の推進工法と同様に行われる。先導体
10の後方には、ヒンジ機構12および伸縮機構14を
介して、推進支持体20を連結する。このとき、推進支
持体20の外周には、塩ビ管などからなる埋設管60を
嵌挿した後、推進支持体20の各膨張体52に圧力空気
を導入して膨張させ、推進支持体20に埋設管60を保
持固定させておく。
A curved propulsion method using the propulsion support 20 and the buried pipe 60 described above will be described. Propulsion of the front conductor 10 from the inner surface of the shaft into the ground to form the buried hole is performed in the same manner as in a normal propulsion method. A propulsion support 20 is connected to the rear of the front conductor 10 via a hinge mechanism 12 and an expansion / contraction mechanism 14. At this time, after the embedded pipe 60 made of a vinyl chloride pipe or the like is fitted around the outer periphery of the propulsion support body 20, pressurized air is introduced into each of the expansion bodies 52 of the propulsion support body 20 to expand the same, and The embedded pipe 60 is held and fixed.

【0038】先導体10の後方に連結された推進支持体
20の最後尾に、立坑内の元押しジャッキから推進力を
加えれば、先導体10および推進支持体20は地盤内に
推進されていき、先導体10により埋設孔が形成され
る。推進支持体20に保持固定されている埋設管60
も、推進支持体20とともに埋設孔に推進埋設される。
推進支持体20の後端には、順次埋設管60を保持固定
した推進支持体20を継ぎ足していく。
If a propulsion force is applied to the rearmost end of the propulsion support body 20 connected to the rear of the front conductor 10 from the push jack in the vertical shaft, the front conductor 10 and the propulsion support body 20 are propelled into the ground. A buried hole is formed by the front conductor 10. A buried pipe 60 held and fixed to the propulsion support 20.
Is also propulsively embedded in the embedding hole together with the propulsion support 20.
To the rear end of the propulsion support body 20, the propulsion support body 20 holding and fixing the buried pipe 60 is sequentially added.

【0039】つぎに、図1に示すように、先導体10で
曲線状の埋設孔を形成し、この曲線状の埋設孔に埋設管
60を推進埋設していく。まず、先導体10に備えた変
向手段等で、先導体10の推進方向を変える。図示した
実施例では、先導体10と推進支持体20を連結する伸
縮機構14の長さを変えて、先導体10を変向させてい
る。先導体10の進む方向が変わって、埋設孔が曲線状
になると、後続の推進支持体20および埋設管60の推
進方向も変向させなければならない。
Next, as shown in FIG. 1, a curved buried hole is formed in the front conductor 10, and the buried pipe 60 is driven and buried in the curved buried hole. First, the propulsion direction of the leading conductor 10 is changed by the changing means or the like provided in the leading conductor 10. In the illustrated embodiment, the length of the expansion / contraction mechanism 14 that connects the lead conductor 10 and the propulsion support 20 is changed to redirect the lead conductor 10. If the direction in which the leading conductor 10 advances changes and the buried hole becomes curved, the propulsion directions of the subsequent propulsion support 20 and the buried pipe 60 must also be changed.

【0040】そこで、図4に示すように、推進支持体2
0の伸縮シリンダ機構40を作動させて、前方部20a
と後方部20bの軸方向がなす角度を、曲線部分の曲率
に合わせて変える。埋設管60の前方部60aと後方部
60bは、それぞれ膨張機構50を介して推進支持体2
0の前方部20aおよび後方部20bに保持固定されて
いるので、埋設管60は、可撓部64が弾力的に伸縮変
形して、前方部60aと後方部60bのなす角度が変わ
る。このとき、可撓部64の直径方向で、一方側は引き
伸ばされ、反対側は押し縮められるように変形する。そ
の結果、埋設管60が可撓部64の個所で屈曲すること
になる。
Therefore, as shown in FIG. 4, the propulsion support 2
By operating the telescopic cylinder mechanism 40 of 0, the front portion 20a
The angle formed by the axial direction of the rear portion 20b is changed according to the curvature of the curved portion. The front portion 60a and the rear portion 60b of the buried pipe 60 are respectively connected to the propulsion support 2 through the expansion mechanism 50.
Since the embedded pipe 60 is held and fixed to the front portion 20a and the rear portion 20b of 0, the flexible portion 64 of the embedded pipe 60 elastically expands and contracts to change the angle formed by the front portion 60a and the rear portion 60b. At this time, in the diametrical direction of the flexible portion 64, one side is stretched and the other side is deformed so as to be compressed. As a result, the buried pipe 60 is bent at the flexible portion 64.

【0041】中央部分が所定の角度で屈曲した推進支持
体20および埋設管60は、埋設孔の曲率にしたがって
スムーズに推進されていく。埋設孔の曲率を変更すると
きには、先導体10を変向させて推進方向を変えるとと
もに、推進支持体20も変向させて推進支持体20およ
び埋設管60の変向角度を順次調整する。このように、
推進支持体20および埋設管60の変向角度が任意に設
定できれば、埋設孔あるいは埋設管の敷設経路の設計が
自由に行える。例えば、埋設管の敷設経路を一定角度変
える場合に、直線部分から直ちに一定の曲率を有する円
弧状の曲線部分を経て目的とする方向の直線部分につな
げる従来の方法に代えて、直線部分から徐々に曲率を増
やしながら曲線部分に移行した後、今度は徐々に曲率を
小さくしながら目的とする方向の直線部分につなげると
いうような、極めて複雑な曲線状をなす埋設管の敷設経
路の設計も容易に行える。
The propulsion support 20 and the buried pipe 60 whose central portion is bent at a predetermined angle are smoothly propelled according to the curvature of the buried hole. When changing the curvature of the burial hole, the tip conductor 10 is turned to change the propulsion direction, and the propulsion support 20 is also turned to sequentially adjust the turning angles of the propulsion support 20 and the buried pipe 60. in this way,
If the deflection angles of the propulsion support 20 and the buried pipe 60 can be arbitrarily set, the buried hole or the laying route of the buried pipe can be freely designed. For example, when changing the laying route of the buried pipe by a constant angle, instead of the conventional method of immediately connecting from the straight line portion to the straight line portion in the target direction via the arc-shaped curved portion having a constant curvature, gradually change from the straight line portion. It is also easy to design a laying route for an extremely complicated curved pipe, such as connecting to a straight line in the desired direction while gradually decreasing the curvature after increasing the curvature and increasing the curvature. You can do it.

【0042】[0042]

【発明の効果】以上に述べた、この発明にかかる曲線推
進工法および推進支持体によれば、まず、埋設管は推進
支持体に保持固定されているだけで、埋設管自体で推進
力を伝達する必要がないので、埋設管同士の端面にはほ
とんど外力が作用しないことになる。しかも、埋設管お
よび推進支持体を、埋設孔の曲率に合わせて自由に変向
もしくは屈曲することができるので、曲線部分を施工す
る際にも、埋設管は極めてスムーズにかつ正確に曲線状
に敷設されていく。
As described above, according to the curved propulsion method and the propulsion support body of the present invention, first, the buried pipe is held and fixed to the propulsion support body only, and the propulsive force is transmitted by the buried pipe itself. Since it is not necessary to do so, almost no external force acts on the end faces of the buried pipes. Moreover, since the buried pipe and the propulsion support can be freely turned or bent according to the curvature of the buried hole, the buried pipe can be curved very smoothly and accurately even when constructing a curved portion. It will be laid.

【0043】そして、埋設管の端面には局部的な応力集
中が発生する心配が全くないので、曲線推進工法の際
に、埋設管が破損したり推進不可能になるといった問題
は完全に解消され、確実かつ迅速で安定した埋設管の敷
設作業が行える。特に、従来の曲線推進工法では、軸方
向耐荷力に劣るために適用することが出来なかった塩ビ
管等にも曲線推進工法を適用することが可能になり、曲
線推進工法の適用範囲の拡大を図ることがてきる。
Since there is no concern that local stress concentration will occur on the end surface of the buried pipe, the problem that the buried pipe is damaged or cannot be propelled during the curved propulsion method is completely solved. The reliable, quick and stable laying work of the buried pipe can be performed. In particular, with the conventional curve propulsion method, it is now possible to apply the curve propulsion method to PVC pipes, etc. that could not be applied due to poor axial load bearing capacity, expanding the range of application of the curve propulsion method. It can be planned.

【0044】しかも、この発明では、推進支持体および
埋設管を、軸方向の途中に設けられた変向手段あるいは
可撓部で変向もしくは屈曲させるので、推進支持体同士
の連結および埋設管同士の連結は、従来の通常の推進工
法における単純な剛連結構造がそのまま採用でき、推進
支持体および埋設管の連結作業が容易で、施工能率が高
く、曲線推進工法を適用することによって全体の作業性
を低下させることがない。
Moreover, in the present invention, since the propulsion support and the buried pipe are deflected or bent by the deflection means or the flexible portion provided in the middle of the axial direction, the connection between the propulsion supports and the buried pipe are performed. The simple rigid connection structure in the conventional ordinary propulsion method can be adopted as it is, the connection work of the propulsion support and the buried pipe is easy, the construction efficiency is high, and the whole work can be performed by applying the curved propulsion method. It does not deteriorate the sex.

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

【図1】 この発明の実施例を示す施工状態の断面図FIG. 1 is a sectional view of a construction state showing an embodiment of the present invention.

【図2】 推進支持体の一部切欠正面図FIG. 2 is a partially cutaway front view of a propulsion support.

【図3】 埋設管の断面図FIG. 3 is a sectional view of the buried pipe.

【図4】 推進支持体および埋設管の屈曲部分を示す拡
大断面図
FIG. 4 is an enlarged sectional view showing a bent portion of the propulsion support and the buried pipe.

【図5】 図4と直交する方向の拡大断面図5 is an enlarged sectional view in a direction orthogonal to FIG.

【符号の説明】[Explanation of symbols]

10 先導体 20 推進支持体 30 ヒンジ機構(連結手段) 40 伸縮シリンダ機構(角度調整手段) 50 膨張機構(保持固定手段) 60 埋設管 10 Leading conductor 20 Propulsion support 30 Hinge mechanism (coupling means) 40 Telescopic cylinder mechanism (angle adjusting means) 50 Expansion mechanism (holding and fixing means) 60 Buried pipe

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 先導体で曲線状の埋設孔を形成しながら
埋設管を前記曲線状の埋設孔に沿って埋設する曲線推進
工法において、先導体の後方に、軸方向の途中に屈曲自
在な変向手段を介して前方部と後方部とが一体連結され
た推進支持体を順次連結していくとともに、推進支持体
の外周に、軸方向の途中に屈曲可能な可撓部を介して前
方部と後方部とが一体接合された埋設管を嵌挿し、推進
支持体の前方部および後方部にそれぞれ備えた保持固定
手段で、埋設管の前方部および後方部を、推進支持体の
前方部および後方部にそれぞれ保持固定しておき、前記
変向手段で各推進支持体の前方部と後方部を所定の角度
で変向させるとともに、推進支持体に推進力を加えるこ
とにより、埋設管を曲線状に推進させていくことを特徴
とする曲線推進工法。
1. In a curve propulsion method in which a buried pipe is formed along a curved buried hole while forming a curved buried hole in the curved conductor, the curved pipe is formed in the middle of the axial direction behind the front conductor. The propulsion support body, in which the front portion and the rear portion are integrally connected, is sequentially connected via the diverting means, and the front portion is provided on the outer periphery of the propulsion support body through a flexible portion that is bendable midway in the axial direction. The embedded pipe in which the front portion and the rear portion are integrally joined is inserted, and the front and rear portions of the embedded pipe are connected to the front portion of the propulsion support body by holding and fixing means provided in the front portion and the rear portion of the propulsion support body, respectively. And fixed to the rear part respectively, and the front part and the rear part of each propulsion support member are deflected at a predetermined angle by the deflecting means, and a propulsive force is applied to the propulsion support member so that the embedded pipe is Curved propulsion method characterized by propelling in a curved shape ..
【請求項2】 前後に連結する推進支持体同士を、互い
の連結個所で屈曲しないように剛連結するとともに、前
後の推進支持体に保持固定された埋設管同士の継ぎ目を
固定封止しておく請求項1記載の曲線推進工法。
2. The front and rear propulsion supports are rigidly connected so as not to bend at their joints, and the joint between the buried pipes held and fixed by the front and rear propulsion supports is fixed and sealed. The curved propulsion method according to claim 1, wherein the curved propulsion method is used.
【請求項3】 先導体の後方に順次連結され、外周に埋
設管を嵌挿して保持固定する推進支持体であって、軸方
向の途中に屈曲自在な変向手段を介して前方部と後方部
とが一体連結されてなり、軸方向の両端部には、先導体
の後方あるいは他の推進支持体に連結固定できる剛連結
手段を備えていることを特徴とする推進支持体。
3. A propulsion support body which is sequentially connected to the rear side of a front conductor, and in which an embedded pipe is inserted and held and fixed on the outer periphery, and which is forward and rearward via a bendable deflecting means in the middle of the axial direction. The propulsion support body is characterized in that it is integrally connected to the portion, and both ends in the axial direction are provided with rigid connection means that can be fixedly connected to the rear of the leading conductor or to another propulsion support body.
JP20946691A 1991-08-21 1991-08-21 Curve jacking method and propulsion supporter Pending JPH0552090A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20946691A JPH0552090A (en) 1991-08-21 1991-08-21 Curve jacking method and propulsion supporter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20946691A JPH0552090A (en) 1991-08-21 1991-08-21 Curve jacking method and propulsion supporter

Publications (1)

Publication Number Publication Date
JPH0552090A true JPH0552090A (en) 1993-03-02

Family

ID=16573336

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20946691A Pending JPH0552090A (en) 1991-08-21 1991-08-21 Curve jacking method and propulsion supporter

Country Status (1)

Country Link
JP (1) JPH0552090A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100454436B1 (en) * 2002-03-22 2004-10-26 주식회사 구룡건설 Direction controlling method and apparatus in pushing horizontal pipe jacking method
WO2012020447A1 (en) * 2010-08-09 2012-02-16 川崎重工業株式会社 Device for laying synthetic resin pipe underground along a curve
KR101249599B1 (en) * 2011-07-04 2013-04-01 신일씨엔아이(주) Steel pipe propelling method for keeping plane and longitudinal linear and device of the same
CN105201521A (en) * 2015-09-11 2015-12-30 河南奥斯派克科技有限公司 Shield tank with variable size and variable shape and excavation rescue method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61200293A (en) * 1985-02-27 1986-09-04 日立造船株式会社 Apparatus for propelling embedded pipe
JPS63151796A (en) * 1986-12-15 1988-06-24 株式会社 青木建設 Liquid sealing cushion material
JPH0347396A (en) * 1989-07-14 1991-02-28 Kido Kensetsu Kogyo Kk Method and apparatus for propulsion laying of underground pipe

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61200293A (en) * 1985-02-27 1986-09-04 日立造船株式会社 Apparatus for propelling embedded pipe
JPS63151796A (en) * 1986-12-15 1988-06-24 株式会社 青木建設 Liquid sealing cushion material
JPH0347396A (en) * 1989-07-14 1991-02-28 Kido Kensetsu Kogyo Kk Method and apparatus for propulsion laying of underground pipe

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100454436B1 (en) * 2002-03-22 2004-10-26 주식회사 구룡건설 Direction controlling method and apparatus in pushing horizontal pipe jacking method
WO2012020447A1 (en) * 2010-08-09 2012-02-16 川崎重工業株式会社 Device for laying synthetic resin pipe underground along a curve
KR101249599B1 (en) * 2011-07-04 2013-04-01 신일씨엔아이(주) Steel pipe propelling method for keeping plane and longitudinal linear and device of the same
CN105201521A (en) * 2015-09-11 2015-12-30 河南奥斯派克科技有限公司 Shield tank with variable size and variable shape and excavation rescue method

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