JPH07103780B2 - Curved propulsion method and propulsion support - Google Patents

Curved propulsion method and propulsion support

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Publication number
JPH07103780B2
JPH07103780B2 JP2066329A JP6632990A JPH07103780B2 JP H07103780 B2 JPH07103780 B2 JP H07103780B2 JP 2066329 A JP2066329 A JP 2066329A JP 6632990 A JP6632990 A JP 6632990A JP H07103780 B2 JPH07103780 B2 JP H07103780B2
Authority
JP
Japan
Prior art keywords
propulsion
buried
pipe
curved
support
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2066329A
Other languages
Japanese (ja)
Other versions
JPH03267496A (en
Inventor
宏一 木村
Original Assignee
機動建設工業株式会社
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 機動建設工業株式会社 filed Critical 機動建設工業株式会社
Priority to JP2066329A priority Critical patent/JPH07103780B2/en
Publication of JPH03267496A publication Critical patent/JPH03267496A/en
Publication of JPH07103780B2 publication Critical patent/JPH07103780B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 〔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
推進工法のうち、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る推進支持
体に関するものである。
Description: TECHNICAL FIELD The present invention relates to a curving propulsion method and a propulsion support, and more specifically, when burying an underground burial pipe such as a sewer pipe, without excavating the ground. Of the so-called propulsion method, in which the buried pipe is buried in the buried hole formed while directly forming the buried hole in the ground, especially the method of constructing a curved portion, that is, the curved propulsion method and this curved propulsion method It concerns propulsion supports.

〔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
等に好ましい方法として、研究開発が進められている。
[Prior 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 preferable method for construction sites where there is a lot of traffic and it is difficult to restrict traffic.

従来の一般的な推進工法は、まず、地盤に立坑を掘削形
成し、この立坑の側面に先導体と呼ばれる装置で水平方
向の埋設孔を形成していく。埋設孔の形成方法には、先
導体に備えたアースオーガ等の掘削手段で地盤を掘削し
て埋設孔を形成する方法と、先導体の円錐状等をなす先
端で地盤を圧密して埋設孔を形成する方法であり、土質
や施工条件によって、何れかの方法が選択される。先導
体の後方には、順次埋設管が継ぎ足されていく。この埋
設管の後端に、立坑内に設置された元押しジャッキで推
進力を加えて、埋設管列および先導体を推進させなが
ら、先導体による埋設孔の形成および埋設管の敷設を行
うものである。
In the conventional general propulsion method, first, a vertical shaft is excavated and formed in the ground, and a horizontal burying hole is formed on the side surface of the vertical shaft by a device called a front conductor. The method of forming the buried hole includes a method of forming a buried hole by excavating the ground by an excavating means such as an earth auger provided in the front conductor, and a method of consolidating the ground with the conical tip of the front conductor Is a method of forming a slab, and either method is selected depending on the soil quality and construction conditions. Buried pipes are successively added behind the front conductor. At the rear end of this buried pipe, a propulsion force is applied by an original push jack installed in the shaft to propel the buried pipe row and the lead conductor, while forming the buried hole by the lead conductor and laying the buried pipe. Is.

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。曲線部に推進工法を適用する場合、
まず、曲線状の埋設孔を形成するには、先導体の周方向
に複数本の方向制御用ジャッキを備えておき、この方向
制御用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、前記
同様に、埋設管列の最後尾に推進力を加えれば、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
れるというものである。
When burying a sewer pipe or the like, in order to change the direction of the sewer pipe or avoid obstacles, the buried pipe may be buried in a curved shape. When applying the propulsion method to the curved part,
First, in order to form a curved buried hole, a plurality of direction control jacks are provided in the circumferential direction of the leading conductor, and the leading control conductor is deflected by expanding and contracting the direction controlling jack. Turn the curve direction of. In this state, if a propulsive force is applied to the tail end of the buried pipe row in the same manner as described above, 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 sent along the buried hole.

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、内面側から埋められて封止される。
Since the buried pipe itself has the same linear cylindrical shape as the normal straight part, the end faces of the buried pipes propelled along the curved part have a V-shaped gap inside and outside the curvature. It will be. The V-shaped gap is filled and sealed from the inner surface side after the buried pipe is laid.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

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。
However, the above-described conventional curve propulsion method has a problem that a buried pipe is broken or an accident in which propulsion is impossible frequently occurs.

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応力が発
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。
This is because when the embedded pipe is propelled to the curved portion, the propulsive force from the rear is transmitted in the state where there is a V-shaped gap between the embedded pipes as described above. That is, on the end surface of the buried pipe, the propulsive force is applied only to a part inside the curve, and a large concentrated stress is generated in this part. Thus, the stress concentration in a part of the buried pipe causes the buried pipe to be deformed or damaged, and in the worst case, the buried pipe cannot be propelled.

そこで、埋設管同士の端面に変形可能な発泡スチロール
等からなるクッション材を挟んでおき、曲線部分で埋設
管同士の端面の隙間が変わるにつれて、クッション材が
部分的に変形し、埋設管同士の端面に常にクッション材
が接触していることによって、局部的な応力集中を防ご
うとする方法が提案されている。
Therefore, a cushion material made of styrofoam or the like is sandwiched between the end surfaces of the embedded pipes, and the cushion material is partially deformed as the gap between the end surfaces of the embedded pipes changes in the curved portion. There has been proposed a method for preventing local stress concentration by keeping the cushion material in constant contact with.

しかし、クッション材では、埋設管同士の隙間を塞ぐ作
用はあっても、埋設管の端面に加わる応力の集中を防ぐ
効果はあまり期待できない。すなわち、埋設管同士の隙
間が大きい曲線部分の外側個所ではクッション材が変形
せず、埋設管同士の隙間が小さい曲線部分の内側個所で
クッション材が圧縮変形させられるだけなので、曲線部
分の内側個所における応力伝達面が少し増える程度の効
果はあっても、曲線部分の外側個所では埋設管同士の端
面を通して伝わる応力はほとんど増えず、埋設管の端面
全体に応力を分散させることは出来ない。したがって、
やはり、曲線部分の内側個所で大部分の推進力が伝えら
れるので、この部分の埋設管端面に応力が集中して変形
したり破損したりする可能性が高い。
However, although the cushioning material has a function of closing the gap between the buried pipes, the effect of preventing concentration of stress applied to the end face of the buried pipe cannot be expected so much. That is, the cushioning material does not deform at the outside of the curved part where the gap between the buried pipes is large, and the cushioning material is only compressed and deformed at the inside of the curved part where the gap between the buried pipes is small. Although there is an effect of slightly increasing the stress transmission surface at, the stress transmitted through the end faces of the buried pipes hardly increases at the outer portion of the curved portion, and the stress cannot be dispersed over the entire end face of the buried pipe. Therefore,
After all, most of the propulsive force is transmitted inside the curved portion, so stress is likely to be concentrated and deformed or damaged at the end surface of the buried pipe in this portion.

さらに、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伝
われるので、曲線部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。
Further, in the prior art disclosed in Japanese Examined Patent Publication No. 1-56240, a plurality of opening adjusting members are sandwiched between the end faces of the buried pipe, and the length of the opening adjusting member is set when propelling a curved portion. By adjusting the inner diameter and the outer diameter of the curved portion, the embedded pipe is propelled in an accurate curved shape in a state where the end surfaces of the embedded pipe are connected by the opening adjusting member. In this method, the transmission of the propulsive force is transmitted between the buried pipes through the opening adjusting member on both the inner and outer peripheral sides of the curved portion, so that a large stress concentration is caused only at one point inside the curved portion. It never happens.

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 its axial direction is transmitted to the front buried pipe whose axial direction is deviated by a certain angle, the inner peripheral side of the curved portion The difference between the transmitted force, that is, the stress generated at the end face of the buried pipe occurs between the outer peripheral side and the outer peripheral side, and inevitably 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.

そこで、この発明の課題は、前記したような曲線部分に
対する推進工法において、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
変形や破損を確実に防止することのできる方法を提供す
ることにある。また、上記方法に用いる装置である推進
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 propulsion method for the curved portion as described above,
It is an object of the present invention to provide a method capable of reliably preventing deformation and damage of an embedded pipe without causing local stress concentration on the end surface of the embedded pipe. Another object is to provide a propulsion support which is an apparatus used in the above method.

〔課題を解決するための手段〕[Means for Solving the Problems]

上記課題を解決する、この発明の請求1記載の曲線推進
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、変向角度を調整可能な変向連
結手段を介して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備えられた径方向に膨張可能な
膨張機構を有する保持固定手段で膨張機構を介して埋設
管を推進支持体に保持固定しておき、前記変向連結手段
で推進支持体同士の軸方向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、先導
体および埋設管を曲線状に推進させていく。
The curved propulsion method according to claim 1 of the present invention, which solves the above-mentioned problems, is a curved propulsion method in which a buried pipe is formed along a curved buried hole while a curved buried hole is formed by a conductor. The propulsion support body is sequentially connected to the rear of the body through a deflection connecting means capable of adjusting the deflection angle, and a holding member having a radially inflatable expansion mechanism provided on the outer periphery of the propulsion support body is held. The embedded pipe is held and fixed to the propulsion support body by the fixing means via the expansion mechanism, and the axial direction of the propulsion support bodies is deflected at a predetermined angle by the deflection connecting means, and the propulsion force is applied to the propulsion support body. Is added to promote the lead conductor and the buried pipe in a curved shape.

また、請求項2記載の推進支持体は、上記方法に用いる
ものであって、外周に埋設管を挿嵌可能な軸体状をな
し、径方向に膨張可能な膨張機構を有し膨張機構を介し
て埋設管を保持固定する保持固定手段を外周に備え、軸
方向端部には、推進支持体同士を連結できるとともに、
推進支持体同士の軸方向を所定の角度で変向できる変向
連結手段を備えている。
Further, the propulsion support according to claim 2 is used in the above method, and has a shaft-like shape into which an embedded pipe can be inserted and fitted on the outer circumference, and has an expansion mechanism that can expand in the radial direction. A holding and fixing means for holding and fixing the buried pipe is provided on the outer periphery, and the propulsion supports can be connected to each other at the axial end portion,
A turning connection means is provided which can turn the axial directions of the propulsion supports at a predetermined angle.

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。前記したように、先導体に
は、アースオーガ等の掘削手段を備えたものと、圧密用
の先端部を備えたものがあり、何れの構造のものでも使
用できる。また、先導体から地盤面に泥水を循環供給し
て、掘削された土砂を泥水とともに排出するもの等も使
用される。先導体には、先端の向きを変える方向制御用
ジャッキ等の変向手段を備えておく。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と同様のもので
よい。なお、先導体自身には変向手段を備えず、後述す
る推進支持体の変向連結手段で、先導体とその直後の推
進支持体を連結しておいてもよい。
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. As described above, the leading conductors include those equipped with an excavating means such as an earth auger and those equipped with a tip portion for consolidation, and any structure can be used. Moreover, the thing which circulates and supplies the muddy water from the conductor to the ground surface, and discharges the excavated earth and sand with the muddy water is also used. The front conductor is provided with a turning means such as a direction control jack for changing the direction of the tip. The specific structure of the diverting means may be the same as that of the lead conductor in the usual propulsion method. The leading conductor itself may not be provided with a turning means, but the leading conductor may be connected to the driving support immediately after it by a turning connecting means for the driving support described later.

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、推進支持体の長さは、
埋設管と長さとほぼ同じ程度に形成される。推進支持体
は、先導体の後方に連結されて順次継ぎ足されていく。
The propulsion support body is a shaft body made of a cylinder having a diameter slightly smaller than the inner diameter of the buried pipe to be laid, and the length of the propulsion support body is
It is formed to the same length as the buried pipe. The propulsion support is connected to the rear of the leading conductor and is sequentially added.

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ようになっている。また、
大径の埋設管に適用する推進支持体であれば、推進支持
体の内部に作業者が入れるようになっている場合もあ
る。
Inside the propulsion support, an auger screw that drives the earth auger of the lead conductor to send the excavated earth and sand backward, and hydraulic and pneumatic piping that operates the deflection means of the lead conductor,
A power cable and the like are accommodated. Also,
If the propulsion support is applied to a large-diameter buried pipe, a worker may be allowed to enter the inside of the propulsion support.

推進支持体の端面には、先導体と推進支持体または推進
支持体同士を連結する変向連結手段が設けられる。変向
連結手段は、推進支持体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
結された前後の推進支持体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、推進支持体同
士を軸方向の角度がフリーな状態で連結する連結手段
と、軸方向の角度を所望の角度に調整固定する角度調整
手段とを備えておくが、連結手段と角度調整手段を同一
の機構で果たすようになっていてもよい。
The end face of the propulsion support is provided with deflection connecting means for connecting the lead conductor and the propulsion support or the propulsion supports. The deflection connecting means connects the propulsion supports in the axial direction and can integrally move or transmit the propulsion force, and can freely move the axial directions of the connected front and rear propulsion supports at a predetermined angle. It can be changed. Usually, a connecting means for connecting the propulsion supports to each other in a state where the axial angle is free and an angle adjusting means for adjusting and fixing the axial angle to a desired angle are provided, but the connecting means and the angle adjusting means are provided. May be performed by the same mechanism.

具体的には、連結手段として、例えば、推進支持体の両
端外周の対称位置に、連結脱着可能なヒンジ機構を備え
ておき、前後の推進支持体をこのヒンジ機構で連結して
いけば、前後の推進支持体が一体的に連結されるととも
に、ヒンジ機構を軸にして前後の推進支持体は旋回でき
るので、推進支持体の軸方向を自由に変えることが可能
になる。
Specifically, as the connecting means, for example, if a hinge mechanism that can be connected and detached is provided at symmetrical positions on the outer circumferences of both ends of the propulsion support, and the front and rear propulsion supports are connected by this hinge mechanism, Since the propulsion supports are integrally connected and the front and rear propulsion supports can pivot about the hinge mechanism, the axial direction of the propulsion support can be freely changed.

但し、ヒンジ機構だけでは、軸方向の角度が決まらな
い。そこで、推進支持体同士の軸方向の角度を調整固定
する角度調整手段として、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、推進支持体の端面間で、
外周の複数個所に脱着可能に設ける。これら複数個所の
伸縮機構の伸縮量を調整すれば、推進支持体の端面間の
距離が場所によって変わり、その結果、前後の推進支持
体の軸方向を任意の角度に調整固定することができる。
スクリュージャッキ等の伸縮機構であれば、ある程度の
荷重の負担することも出来るので、角度調整手段が推進
支持体同士を連結する連結手段としての機能も果たすこ
とができる。なお、前記したヒンジ機構や伸縮機構は、
この発明における変向連結手段の1例であり、前記した
ような機構が果たせれば、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。
However, the hinge mechanism alone does not determine the angle in the axial direction. Therefore, as an angle adjusting means for adjusting and fixing the axial angle between the propulsion supports, a screw jack, a hydraulic / pneumatic cylinder, or other expansion / contraction mechanism is provided between the end faces of the propulsion support.
Detachable at multiple locations on the outer circumference. By adjusting the expansion and contraction amounts of the expansion and contraction mechanisms at these plural positions, the distance between the end faces of the propulsion support body changes depending on the place, and as a result, the axial direction of the front and rear propulsion support bodies can be adjusted and fixed at an arbitrary angle.
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 a connecting means for connecting the propulsion supports. In addition, the hinge mechanism and the expansion and contraction mechanism described above,
This is one example of the deflection connecting means in the present invention, and if the mechanism as described above can be performed, it is possible to use the connecting structure and the angle adjusting structure in various ordinary mechanical devices in combination.

角度調整手段の作動は、各推進支持体の連結部分で、前
記したスクリュージャッキ等を手動で作動調整してもよ
いが、例えば、スクリュージャッキをモータで駆動さ
せ、各推進支持体の連結部分全ての駆動モータを一括し
て電気的に制御するようにしておけば、先導体および推
進支持体が推進される曲線部分の角度に合わせて、適切
な角度に正確に調整することができる。この方法は、角
度調整手段が電気的に制御可能な機構であればスクリュ
ージャッキ以外の機構にも適用できる。また、各推進支
持体の連結部分における角度調整手段を、シャフトと自
在継手あるいはワイヤー、カム、ギヤ等で機械的に連結
して連動するようにしておけば、複数個所における角度
調整手段を機械的に同時に行うことができる。前後の推
進支持体の変向角度を検出するセンサ等の角度検出手段
を設けておけば、検出された変向角度を元にして角度調
整手段の作動を制御し、変向角度をより正確に調整する
ことが可能になる。
The operation of the angle adjusting means may be performed by manually adjusting the screw jack or the like at the connecting portion of each propulsion support, but, for example, the screw jack is driven by a motor, and all the connecting portions of each propulsion support are operated. If the drive motors of (1) and (2) are electrically controlled together, it is possible to accurately adjust the drive motor to an appropriate angle according to the angle of the curved portion where the lead conductor and the propulsion support body are propelled. This method can be applied to a mechanism other than the screw jack as long as the angle adjusting means can be electrically controlled. In addition, if the angle adjusting means at the connecting portion of each propulsion support is mechanically connected to the shaft by a universal joint or a wire, a cam, a gear, etc., the angle adjusting means at a plurality of positions can be mechanically operated. Can be done at the same time. If an angle detecting means such as a sensor for detecting the turning angle of the front and rear propulsion supports is provided, the operation of the angle adjusting means is controlled based on the detected turning angle, and the turning angle is more accurately determined. It becomes possible to adjust.

つぎに、推進支持体には、埋設管を保持固定する保持固
定手段を備えている。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
力媒体の供給によって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
当接押圧させれば、膨張体と埋設管との摩擦支持力で、
埋設管を膨張体に保持固定しておくことができる。
Next, the propulsion support is provided with holding and fixing means for holding and fixing the buried pipe. The holding and fixing means holds the embedded pipe on the outer periphery of the propulsion support body and holds it from the inner surface of the embedded pipe to propel the embedded pipe against the frictional resistance force applied from the ground to the embedded pipe during propulsion. It may be fixed on the support.
Specifically, for example, an expansion body made of a rubber bag or the like that expands when a pressure medium such as air is supplied is provided on the outer periphery of the propulsion support, and the expansion body is expanded to contact the inner surface of the buried pipe. If pressed, the friction support force between the expander and the buried pipe
The embedded pipe can be held and fixed to the expander.

推進工法に用いる埋設管は、下水管や電線管等、その目
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。埋設管の径や長さは、通常の推進工法と
同様に、目的に応じて適当な寸法のものか使用される。
The buried pipe used in the propulsion method can be a sewer pipe, a conduit pipe, or the like having any material and dimensions according to the purpose, and specifically, a fume pipe, a reinforced resin pipe, a vinyl chloride pipe, a steel pipe, and the like. The pipe material to which the usual propulsion method can be applied can be freely used. The diameter and length of the buried pipe are appropriately sized according to the purpose, as in the ordinary propulsion method.

埋設管同士の継目部分には、短い筒状のカラーを嵌め
て、継目部分から埋設管内に土砂等が侵入しないように
しておくのが好ましい。カラーの具体的構造は、通常の
推進工法において使用されているものと同様でよい。カ
ラーの材料は、前記した埋設管の材料と同様のものが用
いられる。なお、埋設孔の曲線部を埋設管が推進される
ときには、埋設管の継目部分の隙間が部分的に拡がるの
で、前記カラーは、このような継目部分の隙間の変動に
対応できるような構造のものが好ましい。カラーは、埋
設管に装着された状態で、埋設管の外径よりも突出しな
いようにしておくのが好ましい。そのため、カラーの外
径を埋設管の外径と同じか少し小さい程度に設定してお
き、埋設管の外周端部には、カラーを挿入するための段
部を形成しておくと良い。また、円筒状をなすカラーの
内周面に、内側に突出するフランジ部を設けておけば、
カラーが埋設管の継目部分から外れず、しかも、埋設管
の端面に前記フランジ部が当接して保護することができ
る。
It is preferable to fit a short tubular collar at the joint between the buried pipes so that dirt and the like will not enter the buried pipe through the joint. The specific structure of the collar may be the same as that used in a normal propulsion method. As the material of the collar, the same material as that of the above-mentioned buried pipe is used. When the buried pipe is propelled through the curved portion of the buried hole, the gap at the joint portion of the buried pipe partially expands. Therefore, the collar has a structure that can cope with such variation in the gap at the joint portion. Those are preferable. It is preferable that the collar, when mounted on the buried pipe, not project beyond the outer diameter of the buried pipe. Therefore, it is preferable that the outer diameter of the collar is set to be equal to or slightly smaller than the outer diameter of the embedded pipe, and a step portion for inserting the collar is formed at the outer peripheral end of the embedded pipe. Also, if a flange portion that protrudes inward is provided on the inner peripheral surface of the cylindrical collar,
The collar does not come off from the joint portion of the buried pipe, and moreover, the flange portion abuts on the end surface of the buried pipe for protection.

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。
A curve propulsion method using each device member having the above structure will be described.

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、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。但し、従来の推進工法では、先導体
の後方に直接埋設管を連結していき、この埋設管の最後
尾に、立坑内に設置された元押しジャッキで推進力を加
えており、元押しジャッキから埋設管に加えられた推進
力は、順次前方の埋設管に伝達され、最終的に先頭の先
導体を推進させることになっていた。しかし、この発明
の方法では、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連結して、順次継ぎ足していく。こ
の状態で、推進支持体に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。
It is normal to form a buried hole by excavating a vertical shaft at an appropriate distance in the ground where the buried pipe is to be laid and propelling the front conductor into the ground from the side of the vertical shaft. It is the same as the construction method. However, in the conventional propulsion method, the buried pipe is directly connected to the rear of the front conductor, and propulsive force is applied to the tail end of this buried pipe by the original push jack installed in the shaft. The propulsive force applied to the buried pipe from the above was sequentially transmitted to the buried pipe in the front, and finally the leading conductor at the front was to be propelled. However, in the method of the present invention, the propulsion support body in which the embedded pipe is inserted and retained and fixed is connected to the rear side of the front conductor, and the propulsion support body is sequentially added. In this state, a propulsion force is applied to the propulsion support by using a pushing jack or the like. 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 propulsive force is also transmitted to the leading conductor to propel the leading conductor.

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、従来の推進工法と同じである。
Next, when the propulsion method is applied to the curved portion, the turning means of the lead conductor is operated to change the traveling direction of the lead conductor. This is the same as the conventional propulsion method.

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、推進支持体同士を連結している変向
連結手段を、先導体の変向角度、すなわち埋設孔の曲率
に合わせて、所定の角度だけ変向させる。そうすると、
推進支持体は、埋設孔の曲率に合わせてスムーズに向き
を変えながら推進されていく。埋設管は、推進支持体に
保持固定されているので、当然、推進支持体と同じ角度
で変向され、埋設孔の曲線部分に沿ってスムーズに向き
を変えながら推進されていく。埋設孔の曲線部の曲率が
変われば、推進支持体の変向連結手段の変向角度も変え
る。
When the lead conductor turns, the propulsion support and the buried pipe that follow must also be propelled in turn. Therefore, the deflection connecting means connecting the propulsion supports is deflected by a predetermined angle according to the deflection angle of the leading conductor, that is, the curvature of the buried hole. Then,
The propulsion support body is propelled while smoothly changing its direction according to the curvature of the buried hole. Since the embedded pipe is held and fixed to the propulsion support, it is naturally deflected at the same angle as the propulsion support, and is propelled while smoothly changing its direction along the curved portion of the embedding hole. If the curvature of the curved portion of the buried hole changes, the turning angle of the turning connecting means of the propulsion support also changes.

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。推進支持体同士を連結している変向連結
手段は、順次連結を解除する。また、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
支持体を撤去する。先導体および推進支持体が撤去され
た後、埋設管の内面に水封処理等の仕上げ処理を行う等
の、以後の工程は通常の推進工法と全く同じように行わ
れる。
When the lead 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. The deflection connecting means connecting the propulsion supports to each other sequentially releases the connection. Also, the propulsion support is removed while releasing the holding and fixing of the buried pipe by the holding and fixing means of the propulsion support. After the removal of the lead conductor and the propulsion support, the inner surface of the buried pipe is subjected to a finishing treatment such as a water sealing treatment, and the subsequent steps are carried out in exactly the same manner as the usual propulsion method.

上記方法において、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、推進支持体同士を連結する変向連
結手段の変向角度は、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推進位置によっ
て、変向連結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、変向角度を変える必要
がある場合には、前記したように、変向連結手段の角度
調整手段を、電気的もしくは機械的に、埋設孔の外の立
坑等で一括して調整作動できれば、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 method, if the burial hole formed between the starting shaft and the target shaft, that is, the laying route of the burial pipe is only a curved portion having the same curvature, the turning angle of the turning connecting means for connecting the propulsion supports to each other. Should be fixed at a fixed angle from the beginning. 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 deflection angle of the deflection connecting means is changed stepwise depending on the propulsion positions of the buried pipe and the propulsion support. Or it needs to be changed continuously. In this way, when it is necessary to change the turning angle, as described above, the angle adjusting means of the turning connecting means is collectively adjusted electrically or mechanically in a vertical shaft outside the buried hole. It would be very convenient if it could work.
As can be seen from the above description, the curve propulsion method according to the present invention can be applied not only to the construction of the curved portion but also to the construction place where the curved portion and the straight portion are mixed.

〔作用〕[Action]

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。
If the embedded pipe is held and fixed to the propulsion support, the propulsion support is connected to the rear of the front conductor to apply a propulsive force to the propulsion support. Since the propulsion force is transmitted from the propulsion support body, it is not necessary to transmit the propulsion force between the end faces of the buried pipe.

推進支持体同士は、変向連結手段によって、互いの軸方
向の角度を自由に調整できるようになっているので、任
意の曲線に沿って推進させることが可能である。
The propulsion supports can be freely adjusted in their axial angles with each other by the deflection connecting means, and thus can be propelled along an arbitrary curve.

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、埋設管同士の端面間には、何らの外力も作用しな
い。また、推進支持体の変向角度を曲線部分の曲率に合
わせて調整でき、推進支持体を曲線部分に沿って正確か
つ滑らかに推進させることができるので、推進支持体に
保持固定された埋設管も、埋設孔に引っ掛かったり地盤
に突っ込むことなく、曲線部分に沿って正確にスムーズ
に向きを変えながら推進されていく。その結果、曲線部
分において埋設管に加わる地盤の抵抗力等も極めて小さ
なものとなる。
As a result, even if the embedded pipe is propelled through the curved embedded hole, no external force acts between the end faces of the embedded pipes. In addition, since the turning angle of the propulsion support can be adjusted according to the curvature of the curved portion, and the propulsion support can be propelled accurately and smoothly along the curved portion, the embedded pipe held and fixed to the propulsion support is capable. Even without being caught in the buried hole or plunged into the ground, it is propelled while changing its direction accurately and smoothly along the curved part. As a result, the resistance force of the ground applied to the buried pipe in the curved portion becomes extremely small.

したがって、従来の工法のように、埋設管の端面に加わ
る伝達力のアンバランスによって、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ことは無くな
る。
Therefore, the problem that local stress concentration occurs due to the imbalance of the transmission force applied to the end surface of the buried pipe as in the conventional construction method is solved, and the buried pipe is damaged or promoted even when propelling the curved part. Is never impossible.

なお、推進支持体は、埋設管に比べて、はるかに強度を
大きくして耐久性を持たせておくことができるので、推
進支持体の端面同士の間に伝達力のアンバランスがあっ
たとしても、何ら問題とはならない。
Since the propulsion support can be made much stronger and more durable than the buried pipe, it can be said that there is an imbalance in transmission force between the end faces of the propulsion support. However, there is no problem.

さらに、埋設管が膨張機構を介して推進支持体に保持固
定されているので、推進支持体の変向角度を変えたとき
に、埋設管に無理な力が加わらずスムーズに埋設管の変
向角度が変わる。これは、弾力的に変形する膨張機構の
緩衝作用によって、推進支持体から埋設管に加わる力を
埋設管の全体に分散して伝達させることができるからで
ある。推進支持体と埋設管とが剛体的に連結されている
と、変向動作の際に埋設管の特定の部位に過大な応力集
中が発生する可能性がある。埋設管を直線的に推進させ
る場合には、地盤の硬さや圧力にばらつきがあってもそ
れほど影響はないかも知れないが、それまでの埋設孔の
方向と異なる方向に埋設管を変向させようとする場合に
は、局部的な抵抗力の違いが大きく影響するので、前記
した膨張機構による緩衝作用がきわめて有効になる。
Furthermore, since the buried pipe is held and fixed to the propulsion support through the expansion mechanism, when the propulsion support deflection angle is changed, the buried pipe is smoothly deflected without excessive force being applied to it. The angle changes. This is because the buffering action of the elastically deformable expansion mechanism allows the force applied from the propulsion support to the embedded pipe to be dispersed and transmitted to the entire embedded pipe. If the propulsion support and the buried pipe are rigidly connected, excessive stress concentration may occur at a specific portion of the buried pipe during the turning operation. When the buried pipe is propelled in a straight line, variations in the hardness and pressure of the ground may not have much effect, but let's change the direction of the buried pipe to a direction different from the direction of the buried hole. In this case, the difference in the local resistance force has a great influence, so that the cushioning action by the expansion mechanism is extremely effective.

〔実 施 例〕〔Example〕

ついで、この発明を、実施例を示す図面を参照しなが
ら、以下に詳しく説明する。
Next, the present invention will be described in detail below with reference to the drawings illustrating an embodiment.

第1図は、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。
FIG. 1 shows the construction state of the curved propulsion method for the horizontal section of the ground.

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。
First, the leading conductor 10 is arranged at the head. The front conductor 10 has a cylindrical outer diameter, and a 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
And is finally discharged from a shaft (not shown).

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、旋回可能なヒンジ機構30で先導体10の背後に連
結される。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40でも連結されてい
る。推進支持体20は、ヒンジ機構30および伸縮機構40を
介して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
手段に連結されている。
A propulsion support 20 is connected behind the front conductor 10.
The propulsion support 20 has a shaft-like shape made of a fixed-length steel pipe or the like,
The tip is connected to the back of the front conductor 10 by a hinge mechanism 30 which can be swung. The propulsion support body 20 and the leading conductor 10 are also connected by a telescopic mechanism 40 which is provided at a plurality of locations on the outer circumference and is capable of telescoping. The propulsion support 20 is sequentially connected to the rear via the hinge mechanism 30 and the expansion / contraction mechanism 40, and the rearmost end of the propulsion support 20 is
It reaches the starting shaft and is connected to a propulsion force adding means such as a push jack.

第2図および第3図には、ヒンジ機構30および伸縮機構
40の詳細構造を示している。
2 and 3, a hinge mechanism 30 and a telescopic mechanism are shown.
The detailed structure of 40 is shown.

第3図に示すように、ヒンジ機構30は、推進支持体20の
端面外周で、直径方向の対称位置にそれぞれ設けられて
おり、推進支持体20の一方の端面から突出形成されたヒ
ンジ板34と、推進支持体20の他方の端面から突出形成さ
れた2又状のヒンジ板36の先端を重ねた状態で、ヒンジ
ピン36を嵌挿して、両側のヒンジ板34,36を旋回可能に
連結している。その結果、前後の推進支持体20は、ヒン
ジピン36すなわちヒンジ機構30を結ぶ直径方向を旋回軸
として、自由に旋回運動できるようになっている。な
お、ヒンジピン36は抜き挿し自在に取り付けられてあっ
て、推進支持体20の連結および解体を可能にしている。
As shown in FIG. 3, the hinge mechanisms 30 are provided at diametrically symmetrical positions on the outer circumference of the end face of the propulsion support member 20, and the hinge plate 34 is formed to project from one end face of the propulsion support member 20. With the tip of a forked hinge plate 36 projecting from the other end surface of the propulsion support 20, the hinge pins 36 are fitted and inserted, and the hinge plates 34, 36 on both sides are pivotally connected. ing. As a result, the front and rear propulsion supports 20 can freely rotate about a diametrical direction connecting the hinge pins 36, that is, the hinge mechanism 30, as a rotation axis. The hinge pin 36 is detachably attached so that the propulsion support 20 can be connected and disassembled.

伸縮機構40は、推進支持体20の端面外周で、前記ヒンジ
機構30と直交する直径方向の対称位置にそれぞれ設けら
れており、いわゆるスクリュージャッキの機構を備えて
いる。すなわち、ねじ軸42は、中央から左右のねじ切り
方向を逆に形成されており、例えば、右側が右ねじであ
れば、左側は左ねじになっている。ねじ軸42の両端近く
には筒状のナット44,44がそれぞれねじ込まれている。
ナット44,44は、それぞれ推進支持体20の外面に溶接等
で固定された一対の軸受板46,46に挟まれた状態で、回
動自在に支持されている。ねじ軸42の一端には駆動モー
タ48が取り付けられていて、ねじ軸42を回転作動できる
ようになっている。なお、推進支持体20の変向角度を変
えると、駆動モータ48の位置が移動するので、駆動モー
タ48は推進支持体20に対して、移動可能であるととも
に、回転駆動する際の反力を支持できるような状態で取
り付けておく。
The expansion / contraction mechanisms 40 are provided on the outer periphery of the end surface of the propulsion support 20 at symmetrical positions in the diametrical direction orthogonal to the hinge mechanism 30, and are provided with a so-called screw jack mechanism. That is, the threaded shaft 42 is formed such that the threading directions from the center to the left and right are reversed, and for example, if the right side is a right thread, the left side is a left thread. Cylindrical nuts 44, 44 are respectively screwed into both ends of the screw shaft 42.
The nuts 44, 44 are rotatably supported while being sandwiched between a pair of bearing plates 46, 46 fixed to the outer surface of the propulsion support 20 by welding or the like. A drive motor 48 is attached to one end of the screw shaft 42 so that the screw shaft 42 can be rotated. When the turning angle of the propulsion support 20 is changed, the position of the drive motor 48 moves. Therefore, the drive motor 48 is movable with respect to the propulsion support 20 and the reaction force at the time of rotational drive is applied. Attach it in a condition that it can be supported.

駆動モータ48を回転駆動させると、ねじ軸42がナット4
4,44の内部で回転し、ナット44,44とねじ軸42とが相対
的に軸方向に移動しようとする。ねじ軸42のねじ方向が
左右逆なので、右側のナット44とねじ軸42との相対運動
の方向と、左側のナット44とねじ軸42との相対運動の方
向も逆になる。ねじ軸42自体は伸縮出来ないので、左右
のナット44,44のほうが互いに近づいたり、遠ざかった
りする方向に移動しようとする。すなわち、左右のナッ
ト44,44間の距離が伸びたり縮んだりする伸縮機構40を
構成しているのである。
When the drive motor 48 is driven to rotate, the screw shaft 42
The nuts 44,44 and the screw shaft 42 try to move in the axial direction relative to each other by rotating inside the 4,44. Since the screw shaft 42 has the left-right screw direction reversed, the direction of relative movement between the nut 44 on the right side and the screw shaft 42 and the direction of relative movement between the nut 44 on the left side and the screw shaft 42 are also opposite. Since the screw shaft 42 itself cannot be expanded and contracted, the left and right nuts 44, 44 tend to move toward or away from each other. That is, the expansion / contraction mechanism 40 that expands or contracts the distance between the left and right nuts 44, 44 is configured.

ナット44,44は推進支持体20に固定された軸受板46,46に
回動可能に支持されているので、ナット44,44の移動に
伴って、軸受板46,46を介して前後の推進支持体20,20が
近づいたり、遠ざかったりする方向に移動する。第2図
において、ヒンジ機構30の両側に位置するねじ軸42,42
を互いに逆方向に回転させて、推進支持体20,20の一方
の端面は互いに近づき、他方の端面は互いに遠ざかるよ
うにすると、推進支持体20,20はヒンジ機構30を中心し
て旋回運動を行うことになる。すなわち前後の推進支持
体20,20が所定の角度で変向することになる。ねじ軸42,
42の回転角度もしくは回転数を制御すれば、推進支持体
20,20の旋回角度すなわち変向角度を自由に調整するこ
とができる。
Since the nuts 44,44 are rotatably supported by the bearing plates 46,46 fixed to the propulsion support 20, the nuts 44,44 move forward and backward through the bearing plates 46,46 as the nuts 44,44 move. The supports 20, 20 move in a direction of approaching or moving away from each other. In FIG. 2, screw shafts 42, 42 located on both sides of the hinge mechanism 30
Are rotated in opposite directions so that one end faces of the propulsion supports 20 and 20 come close to each other and the other end faces move away from each other, the propulsion supports 20 and 20 perform a pivoting motion around the hinge mechanism 30. It will be. That is, the front and rear propulsion supports 20, 20 are turned at a predetermined angle. Screw shaft 42,
By controlling the rotation angle or speed of 42, the propulsion support
The turning angle of 20,20, that is, the turning angle can be freely adjusted.

なお、上記した伸縮機構では、ねじ軸42,42を駆動モー
タ48で回転させており、この駆動モータ48の作動を電気
的に制御すれば、多数を連結した状態で使用する推進支
持体20のそれぞれの変向角度を、立坑もしくは地上で、
一括して調整操作することが可能になる。但し、ねじ軸
42,42に駆動モータ48の代わりにクランク状の操作腕等
を取り付けておき、この操作腕を手動操作してねじ軸42
を回転作動し、推進支持体20を変向させるようにしても
よい。
In the above-described expansion / contraction mechanism, the screw shafts 42, 42 are rotated by the drive motor 48, and if the operation of the drive motor 48 is electrically controlled, a large number of the propulsion support members 20 used in a connected state can be obtained. Each turning angle, on the shaft or on the ground,
It is possible to perform adjustment operations collectively. However, screw shaft
Instead of the drive motor 48, a crank-shaped operating arm etc. is attached to 42, 42, and this operating arm is manually operated to
May be rotationally actuated to deflect the propulsion support 20.

第4図に示す実施例は、前記した伸縮機構において、ね
じ軸42の作動を、機械的に一括操作できるようにしたも
のである。推進支持体20,20の連結部分に設けるヒンジ
機構30や伸縮機構40の基本的な構造は、前記した実施例
と同じものである。ねじ軸42の両端には、駆動モータ48
や手動操作腕の代わりに、自在継手47を介して連結シャ
フト49が取り付けられている。したがって、前後に連結
された多数の推進支持体20のねじ軸42が、自在継手47お
よび連結シャフト49で全て連結一体化されていることに
なる。このような状態で、最後尾の推進支持体20のねじ
軸42または連結シャフト49に、前記したような駆動モー
タ48を取り付けておけば、ひとつの駆動モータ48で、全
ての推進支持体20のねじ軸42を一斉に回転させて、それ
ぞれの推進支持体20の変向角度を同時に調整することが
可能になる。なお、推進支持体20が変向すると、各ねじ
軸42の軸方向も1直線状に並ばなくなるが、ねじ軸42同
士を自在継手47および連結シャフト49で連結しているの
で、直線状でない1連のねじ軸42を回転させることがで
きるのである。
The embodiment shown in FIG. 4 is one in which the operation of the screw shaft 42 can be mechanically collectively controlled in the above-described expansion and contraction mechanism. The basic structure of the hinge mechanism 30 and the expansion / contraction mechanism 40 provided at the connecting portion of the propulsion supports 20, 20 is the same as that of the above-described embodiment. At both ends of the screw shaft 42, the drive motor 48
Instead of the or manual operation arm, a connecting shaft 49 is attached via a universal joint 47. Therefore, the screw shafts 42 of the many propulsion supports 20 connected to the front and rear are all connected and integrated by the universal joint 47 and the connecting shaft 49. In this state, if the drive motor 48 as described above is attached to the screw shaft 42 or the connecting shaft 49 of the rearmost propulsion support body 20, one drive motor 48 can drive all the propulsion support bodies 20. By rotating the screw shafts 42 all at once, the turning angles of the respective propulsion supports 20 can be adjusted at the same time. When the propulsion support 20 is deflected, the axial directions of the screw shafts 42 do not line up in a straight line, but since the screw shafts 42 are connected by the universal joint 47 and the connecting shaft 49, they are not in a straight line. The series of screw shafts 42 can be rotated.

つぎに、推進支持体20の外周には、保持固定手段とし
て、軸方向の両端近くに、それぞれ環状の膨張機構50が
設けられている。第2図および第3図に、膨張機構50の
詳しい構造を示している。
Next, on the outer periphery of the propulsion support 20, annular expansion mechanisms 50 are provided as holding and fixing means near both ends in the axial direction. 2 and 3 show the detailed structure of the expansion mechanism 50.

推進支持体20の外周に取り囲むように、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
周側で取り付け固定されている。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の前後の膨張体52は、圧力配管で連結しておいても
よい。また、前後に連結される推進支持体20の膨張体52
同士も、可撓性配管等で連結することができる。
A tubular expander 52 made of an elastic material such as rubber is installed so as to surround the outer periphery of the propulsion support 20. The inflatable body 52 is attached and fixed to the support frame 54 attached to the propulsion support 20 on the inner peripheral side. In addition, the expander 52,
A supply / discharge unit (not shown) for supplying and discharging a pressure medium such as compressed air is provided. A valve or the like for normal pressure piping is attached to the supply / discharge unit. The expansion bodies 52 before and after the propulsion support 20 may be connected by pressure pipes. In addition, the expansion body 52 of the propulsion support 20 connected to the front and rear
They can also be connected to each other by a flexible pipe or the like.

推進支持体20の外周に埋設管60を嵌挿した状態で、膨張
体52に圧力媒体を導入すると、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の内面に当接して
押圧することになる。膨張体52から埋設管60に一定の圧
力に加えておけば、膨張体52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60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 expansion body 52 with the embedded pipe 60 fitted in the outer periphery of the propulsion support 20, the expansion body 52 expands toward the outer periphery, and the outer surface of the expansion body 52 becomes the inner surface of the embedded pipe 60. It abuts and presses. If a constant pressure is applied from the expander 52 to the buried pipe 60, a frictional supporting force is generated between the expander 52 and the buried pipe 60, so that the buried pipe 60 does not shift in the axial direction and the propulsion support 20 It will be securely held in place.
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. Once the pressurized air introduced into the expander 52 is released, the holding and fixing to the embedded pipe 60 is released, and the propulsion support 20 can be extracted from the embedded pipe 60.

膨張体52の構造は、図示したように、推進支持体20の外
周を取り囲むチューブ状のもののほか、推進支持体20の
軸方向に沿って一定幅で延びる偏平袋状の膨張体を、推
進支持体20の円周方向に複数個設置しておき、各膨張体
が放射方向に膨張して埋設管60の内面に当接するような
構造のもの等、埋設管60の内面に当接して保持固定でき
れば、図示した以外の構造も採用することができる。
As shown in the figure, the structure of the inflatable body 52 is not limited to a tubular shape surrounding the outer periphery of the propulsion support body 20, but also a flat bag-shaped inflatable body extending along the axial direction of the propulsion support body 20 for propulsion support. A plurality of bodies are installed in the circumferential direction of the body 20, and each inflatable body expands in the radial direction and abuts on the inner surface of the buried pipe 60. If possible, a structure other than the one shown in the figure can also be adopted.

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るこ
となく確実に保持固定でき、埋設管60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
でき、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など、優れた作用
効果を発揮することができる。
The expansion mechanism as described above is used as a means for holding and fixing the buried pipe 60.
If 50 is used, the inflatable body 52 elastically abuts the inner surface of the buried pipe 60, so that the inner surface of the buried pipe 60 can be securely held and fixed without being damaged or deformed, and there is variation or error in the inner diameter of the buried pipe 60. Even if there is, it can be absorbed by the elastic deformation of the expander 52, there is no possibility of failure because there is no complicated actuation mechanism, and it is easy and reliable to hold and release the buried pipe 60 simply by controlling the supply of pressure medium. It is possible to exert excellent action and effect.

以上に説明した推進支持体20を用いる曲線推進工法につ
いて説明する。
A curved propulsion method using the propulsion support 20 described above will be described.

先導体10を立坑の側面から地盤内に推進させて埋設孔を
形成するのは、通常の推進工法と全く同様に行われる。
先導体10の後方には、ヒンジ機構30および伸縮機構40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、ヒューム管等からなる埋設管60を嵌挿し
た後、推進支持体20の膨張体52に圧力媒体を導入して膨
張させ、推進支持体20に埋設管60を保持固定させてお
く。
Propulsion of the front conductor 10 from the side surface of the shaft into the ground to form a buried hole is performed in exactly the same manner as in a normal propulsion method.
The propulsion support 20 is connected to the rear of the front conductor 10 via a hinge mechanism 30 and an expansion / contraction mechanism 40. At this time, the propulsion support
After embedding a buried pipe 60 made of a fume pipe or the like on the outer periphery of 20, the pressure medium is introduced into the expansion body 52 of the propulsion support body 20 to expand it, and the embedded pipe 60 is held and fixed to the propulsion support body 20. Keep it.

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、先導体10
によって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は、推進支持体20とともに埋設孔に
推進埋設される。
At the end of the propulsion support 20 connected to the rear of the front conductor 10,
If a propulsion force is applied from the source jack in the vertical shaft,
10 and the propulsion support 20 are propelled into the ground and
A buried hole is formed by. The buried pipe 60 held and fixed to the propulsion support 20 is propulsively buried in the embedding hole together with the propulsion support 20.

1本の推進支持体20および埋設管60が埋設孔の内部に推
進埋設されれば、推進支持体20の後端に、再びヒンジ機
構30および伸縮機構40を介して新たな推進支持体20を連
結する。この推進支持体20にも埋設管60を保持固定させ
ておく。なお、前後の埋設管60,60の継目部分には、第
3図に詳しく示すように、カラー70を装着しておく。カ
ラー70は、合成樹脂等からなり、全体が筒状をなすとと
もに、内面中央に内側に一定幅で環状に突出するフラン
ジ部72が設けられた、断面T字状をなしている。また、
埋設管60,60の端部は、外周に一定幅の浅い段部62が形
成されており、この段部62にカラー70が嵌まり込み、カ
ラー70フランジ部72が埋設管60,60の端面に対面する状
態で取り付けられる。このようなカラー70で、埋設管6
0,60の継目部分を覆っておけば、継目部分からの土砂の
侵入を防止することができる。フランジ部72が埋設管6
0,60の端面間の隙間に介在することによって、カラー70
が軸方向に移動するのを防ぐとともに、埋設管60,60の
端面同士が衝突するのを防ぐこともできる。
If the single propulsion support 20 and the buried pipe 60 are propulsively embedded in the embedding hole, a new propulsion support 20 is again attached to the rear end of the propulsion support 20 via the hinge mechanism 30 and the expansion / contraction mechanism 40. Link. The embedded pipe 60 is also held and fixed to the propulsion support 20. A collar 70 is attached to the joint portion of the front and rear buried pipes 60, as shown in detail in FIG. The collar 70 is made of synthetic resin or the like, has a tubular shape as a whole, and has a T-shaped cross section in which a flange portion 72 protruding inward at a constant width in an annular shape is provided in the center of the inner surface. Also,
The end portions of the embedded pipes 60, 60 are formed with a shallow step portion 62 having a constant width on the outer periphery. The collar 70 is fitted into the step portion 62, and the collar 70 flange portion 72 is the end surface of the embedded pipes 60, 60. It is attached in the state of facing. With such a collar 70, the buried pipe 6
By covering the 0, 60 joint, it is possible to prevent the intrusion of earth and sand from the joint. Flange 72 is buried pipe 6
By interposing in the gap between the end faces of 0, 60, the collar 70
Can be prevented from moving in the axial direction, and the end faces of the buried pipes 60, 60 can be prevented from colliding with each other.

つぎに、第1図に示すように、先導体10で曲線状の埋設
孔を形成し、形成された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40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
が終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。そこで、第2図に示すように、前後の推進支持体2
0,20を連結している一対の伸縮機構40のうち、一方は伸
ばし他方は縮めることにより、前後の推進支持体20,20
の軸方向を変更させる。このとき、前後の埋設管60,60
は、一方の端面では隙間が拡がり、他方の端面では隙間
が狭まる。カラー70は、埋設管60,60の隙間が拡がった
個所でも充分に隙間を覆っておけるとともに、埋設管6
0,60の隙間が狭まった個所では、埋設管60,60同士が、
間にカラー70のフランジ部72を挟んだ状態で当接するよ
うになり、埋設管60,60同士の端面が接触して擦れたり
傷付くのを確実に防止することができる。
Next, as shown in FIG. 1, a curved buried hole is formed by the front conductor 10, and the buried pipe 60 is propulsively buried in the formed curved buried hole. First, the propulsion direction of the front conductor 10 is changed by the changing means or the like provided in the front conductor 10. In the illustrated embodiment, the length of the expansion / contraction mechanism 40 that connects the lead conductor 10 and the propulsion support 20 is changed to turn the lead conductor 10. When the buried conductor has a curved shape after the advance direction of the front conductor 10 has ended, the subsequent propulsion support
The propulsion direction of 20 and the buried pipe 60 must also be changed. Therefore, as shown in FIG. 2, the front and rear propulsion supports 2
Of the pair of expansion and contraction mechanisms 40 connecting 0 and 20, one is extended and the other is contracted, so that the front and rear propulsion supports 20, 20 are connected.
Change the axis direction of. At this time, the front and rear buried pipes 60,60
, The gap widens on one end face and narrows on the other end face. The collar 70 can sufficiently cover the gap between the buried pipes 60, 60 even if the gap is widened, and the buried pipe 6
In the place where the gap of 0,60 is narrow, the buried pipes 60,60 are
The flange portions 72 of the collar 70 are abutted against each other, and it is possible to reliably prevent the end surfaces of the embedded pipes 60, 60 from contacting and rubbing or scratching.

推進支持体20の変向角度は、埋設孔の曲率に合わせて設
定される。埋設孔が、直線から曲線に移る段階もしくは
曲線の曲率が徐々に変化するときには、推進支持体20の
推進位置が移動するにつれて、各伸縮機構40の作動量を
調整して、常に適切な変向角度を維持するのが好まし
い。
The turning angle of the propulsion support 20 is set according to the curvature of the buried hole. When the buried hole moves from a straight line to a curved line or when the curvature of the curved line gradually changes, as the propulsion position of the propulsion support 20 moves, the operation amount of each expansion / contraction mechanism 40 is adjusted to always provide an appropriate deflection. It is preferable to maintain the angle.

この発明にかかる曲線推進工法では、推進支持体20の変
向角度を任意に変向して埋設孔の曲率変化に対応できる
ので、埋設孔の経路設計が自由に行える。例えば、埋設
孔の方向を一定角度変える際に、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向に代えて、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
線部分につながるというような、極めて複雑な埋設孔の
経路設計が可能になる。
In the curved propulsion method according to the present invention, since the deflection angle of the propulsion support 20 can be arbitrarily changed to cope with the change in the curvature of the buried hole, the route of the buried hole can be freely designed. For example, when changing the direction of the buried hole by a certain angle, instead of the conventional direction in which the straight line portion is immediately connected to the straight line portion in the target direction through the arcuate curved portion having a constant curvature, the straight line portion is gradually changed. After moving to the curved part while increasing the curvature,
This time, it becomes possible to design a very complicated buried hole path such that the curvature is gradually reduced and the straight line is connected in a desired direction.

〔発明の効果〕〔The invention's effect〕

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、推進支持体で推進力を伝達させ、埋
設管は推進支持体に保持固定しておくだけなので、埋設
管で推進力を伝達する必要がなくなり、埋設管同士の端
面には全く外力が作用しないことになる。しかも、埋設
管を保持固定する推進支持体は、変向角度を調整可能な
変向連結手段を介して連結されているので、曲線部分の
曲率に合わせて、前後の推進支持体を任意の変向角度に
調整することができる。したがって、埋設管は、端面に
局部的な応力集中が発生する心配がなく、埋設孔の曲率
にしたがって、極めて正確かつスムーズに推進されるこ
とになる。
According to the curved propulsion method and the propulsion support body of the present invention described above, the propulsion force is transmitted by the propulsion support body, and the embedded pipe is only held and fixed to the propulsion support body. Therefore, no external force acts on the end faces of the buried pipes. Moreover, since the propulsion support for holding and fixing the buried pipe is connected through the deflection connecting means capable of adjusting the deflection angle, the front and rear propulsion supports can be arbitrarily changed according to the curvature of the curved portion. The angle can be adjusted. Therefore, the buried pipe can be propelled extremely accurately and smoothly in accordance with the curvature of the buried hole without fear of local stress concentration on the end surface.

その結果、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うような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施工作業を行うことが可
能になる。
As a result, the problem that the buried pipe is damaged or cannot be propelled during the curve propulsion method is completely solved, and it is possible to perform a reliable, prompt, and stable construction work of the buried pipe.

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

第1図はこの発明の実施例を示す施工状態の概略断面
図、第2図は要部の拡大詳細断面図、第3図は第2図と
直交する方向の断面図、第4図は別の実施例を示す断面
図である。 10……先導体、20……推進支持体、30……ヒンジ機構、
40……伸縮機構、50……膨張機構、60……埋設管、70…
…カラー
FIG. 1 is a schematic sectional view of a working state showing an embodiment of the present invention, FIG. 2 is an enlarged detailed sectional view of an essential part, FIG. 3 is a sectional view in a direction orthogonal to FIG. 2, and FIG. It is sectional drawing which shows the Example of. 10 …… Lead conductor, 20 …… Propulsion support, 30 …… Hinge mechanism,
40 …… Expansion mechanism, 50 …… Expansion mechanism, 60 …… Buried pipe, 70…
…Color

Claims (2)

【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、変向角度を調整可能な変
向連結手段を介して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備えられた径方向に膨張可能
な膨張機構を有する保持固定手段で膨張機構を介して埋
設管を推進支持体に保持固定しておき、前記変向連結手
段で推進支持体同士の軸方向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、先
導体および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 curving propulsion method in which a buried pipe is buried along a curved buried hole while forming a curved buried hole in the conductor, a changeable angle can be adjusted behind the front conductor. The propulsion supports are sequentially connected via the directional connecting means, and the embedded pipe is propulsively supported via the expansion mechanism by the holding and fixing means provided on the outer circumference of the propulsion support and having the expansion mechanism capable of expanding in the radial direction It is held and fixed to the body, and the deflection connecting means deflects the axial directions of the propulsion supports at a predetermined angle, and applies a propulsive force to the propulsion supports to form the lead conductor and the buried pipe in a curved shape. Curved propulsion method, which is characterized in that
【請求項2】請求項1記載の曲線推進工法に用いる推進
支持体であって、外周に埋設管を挿嵌可能な軸体状をな
し、径方向に膨張可能な膨張機構を有しこの膨張機構を
介して埋設管を保持固定する保持固定手段を外周に備
え、軸方向端部には、推進支持体同士を連結できるとと
もに推進支持体同士の軸方向を所定の角度で変向できる
変向連結手段を備えていることを特徴とする推進支持
体。
2. A propulsion support for use in the curved propulsion method according to claim 1, which has a shaft-like shape into which an embedded pipe can be fitted and which has an expansion mechanism capable of expanding in the radial direction. A holding and fixing means for holding and fixing the buried pipe through a mechanism is provided on the outer periphery, and the axial end portions can connect the propulsion supports to each other and can change the axial directions of the propulsion supports at a predetermined angle. A propulsion support characterized in that it comprises a connecting means.
JP2066329A 1990-03-15 1990-03-15 Curved propulsion method and propulsion support Expired - Lifetime JPH07103780B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2066329A JPH07103780B2 (en) 1990-03-15 1990-03-15 Curved propulsion method and propulsion support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2066329A JPH07103780B2 (en) 1990-03-15 1990-03-15 Curved propulsion method and propulsion support

Publications (2)

Publication Number Publication Date
JPH03267496A JPH03267496A (en) 1991-11-28
JPH07103780B2 true JPH07103780B2 (en) 1995-11-08

Family

ID=13312700

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2066329A Expired - Lifetime JPH07103780B2 (en) 1990-03-15 1990-03-15 Curved propulsion method and propulsion support

Country Status (1)

Country Link
JP (1) JPH07103780B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05214892A (en) * 1991-12-13 1993-08-24 Kido Kensetsu Kogyo Kk Curve driving method of small bore pipe
JP4619210B2 (en) * 2005-06-28 2011-01-26 三井住友建設株式会社 Existing propulsion pipe removal device and existing propulsion pipe removal method using the device
JP2007056544A (en) * 2005-08-24 2007-03-08 Taisei Corp Propulsive box body, construction method of tunnel and construction method of the tunnel with large cross section

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6164998A (en) * 1984-09-04 1986-04-03 南野建設株式会社 In-pipe moving type excavator
JPH07545Y2 (en) * 1988-06-08 1995-01-11 株式会社機動技術研究所 Thrust disperser

Also Published As

Publication number Publication date
JPH03267496A (en) 1991-11-28

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