JP2005240509A - Flexible small-diameter jacking pipe, and jacking method therefor - Google Patents

Flexible small-diameter jacking pipe, and jacking method therefor Download PDF

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JP2005240509A
JP2005240509A JP2004054899A JP2004054899A JP2005240509A JP 2005240509 A JP2005240509 A JP 2005240509A JP 2004054899 A JP2004054899 A JP 2004054899A JP 2004054899 A JP2004054899 A JP 2004054899A JP 2005240509 A JP2005240509 A JP 2005240509A
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pipe
propulsion
tube
flexible
rigid
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JP4162613B2 (en
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Tsuyoshi Miyahara
強 宮原
Osamu Nobe
脩 野辺
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Kurimoto Concrete Industries Ltd
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Kurimoto Concrete Industries Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a small-diameter flexible jacking pipe which minimizes bending of its flexible portion at the time of jacking the pipe, and to provide a jacking method which is applicable to the small-diameter flexible jacking pipe in which intra-pipe work cannot be carried out, and facilitates installation work. <P>SOLUTION: The flexible small-diameter jacking pipe is formed of a jacking pipe body 1 and the flexible portion 2, and a rigid pipe 30 is detachably fitted and fixed into the jacking pipe body 1 in an axial direction so as to be astride the flexible portion 2. Thus by inserting the rigid pipe 30 into the jacking pipe body 1 from one end and locating the rigid pipe so as to be astride the flexible portion 2, the rigid pipe can be easily installed in the small-diameter flexible jacking pipe without carrying out the intra-pipe work. Further if the flexible portion 2 is inclined to bend at the time of jacking the pipe, the bending inclination is suppressed by a rigid force of the rigid pipe 30. Furthermore only by drawing the rigid pipe 30 from the one end of the flexible jacking pipe after completion of the propulsion, the former can be easily detached from the latter through simple operation. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

この発明は、可撓部を有する小口径推進管およびその推進工法に関するものである。   The present invention relates to a small-diameter propulsion pipe having a flexible portion and a propulsion method thereof.

近年、一般に自然流下型の下水道管路としてヒューム管が用いられるが、このヒューム管による埋設配管において、地盤不等沈下や地震により発生する折曲や偏心に対し、ヒューム管が対応できないため、該ヒューム管の一部が破損したり、破損に至らないまでもヒューム管の端部に欠損やリング状の亀裂が生じて、その部分から外部水が浸入することがある。このような破損などに対処するために、可撓部を有するヒューム管が用いられる。例えば、実公昭59−22389号公報を挙げることができる。   In recent years, a fume pipe is generally used as a sewer pipe of a natural flow type. However, in a buried pipe using the fume pipe, the fume pipe cannot cope with bending or eccentricity caused by uneven settlement of the ground or an earthquake. Even if a part of the fume tube is broken or even if it does not lead to breakage, a defect or a ring-shaped crack may occur at the end of the fume tube, and external water may enter from that part. In order to cope with such damage, a fume tube having a flexible part is used. For example, Japanese Utility Model Publication No. 59-22389 can be mentioned.

このものは、2個の金属製鍔部付き円筒のそれぞれの円筒部を外側に向け、所要の間隔をおいて、対向位置に配置した両者の鍔部間とその内方端部および円筒部の上表面にわたり円筒ゴムと被覆ゴムとによって被覆して、2個の金属製鍔部付き円筒を加硫接着により一体化した可撓部と、上記鍔部の外側に複数本のアンカーボルトを設けてヒューム管と一体化結合したものである。この可撓性ヒューム管は、地盤の不等沈下や地震などによって、ヒューム管に大きな外力が作用した時、その可撓部が容易に追従してヒューム管の破損を防ぐことができる特長がある。ただ、可撓部は円筒ゴムのみからなるので、製管後における該ヒューム管の取り扱いが面倒である。すなわち、保管時、運搬時並びに据付け時にヒューム管を吊り上げたり、吊り降したりする作業が必須で、このとき、ヒューム管の両端部にワイヤロープを掛けて行なう時、該ヒューム管が円筒ゴムから湾曲(屈折・屈曲)し、吊り上げ位置がずれて外れたりすることがある。   This has two cylinders with metal flanges facing each other outward, with a required distance between the two flanges arranged at opposite positions, and the inner end and the cylindrical part. Covering the upper surface with cylindrical rubber and coating rubber, providing a flexible part in which two cylinders with a metal collar part are integrated by vulcanization, and a plurality of anchor bolts on the outside of the collar part It is integrated with the fume tube. This flexible fume tube has a feature that when a large external force acts on the fume tube due to uneven settlement of the ground or an earthquake, the flexible part can easily follow to prevent the fume tube from being damaged. . However, since the flexible portion is made only of cylindrical rubber, handling of the fume tube after pipe making is troublesome. In other words, it is essential to lift and unload the fume tube during storage, transportation and installation. It may be bent (refracted / bent) and the lifting position may shift and come off.

また、可撓性ヒューム管を推進工法により敷設する場合、推進時の推力がそのヒューム管の軸心から外れると、上記ヒューム管がその可撓部で屈曲してしまう場合がある。曲ってしまうと推進に影響を与える(推力の増大)ばかりか、曲ったままで推進が終了すると、本来の可撓性が損なわれると言う問題がある。ひどい場合は、可撓部の屈曲により、その屈曲部分がトンネル地山に衝突して推進不能になることがある。
また、掘削機による方向修正時に、先頭の可撓性推進管の可撓部に大きな折り曲げ応力が働く場合が有り、この応力により、可撓部が撓みを起こすと、上記掘削機の方向修正を吸収してしまい、後続する推進管が正しく追従しなくなり、ひいては推進不能を生じることもある。
Further, when a flexible fume tube is laid by the propulsion method, if the thrust during propulsion deviates from the axis of the fume tube, the fume tube may be bent at the flexible portion. If it bends, it will affect the propulsion (increase in thrust), and if the propulsion is finished while it is bent, there is a problem that the original flexibility is lost. In severe cases, bending of the flexible part may cause the bent part to collide with the tunnel ground and become impossible to propel.
In addition, when the direction is corrected by the excavator, there is a case where a large bending stress acts on the flexible portion of the leading flexible propelling tube. If the flexible portion is bent due to this stress, the direction of the excavator is corrected. Absorbing, the subsequent propulsion pipe will not follow correctly, and as a result, impossibility of propulsion may occur.

そこで、上記の技術を改良した可撓性推進管、すなわち、図13に示すように、推進管体1のコンクリート部4の長さ方向中間部に可撓部2を一体形成してなるものを本出願人は提案した。   Therefore, a flexible propulsion tube improved from the above-described technique, that is, a structure in which the flexible portion 2 is integrally formed at the intermediate portion in the longitudinal direction of the concrete portion 4 of the propulsion tube 1 as shown in FIG. The applicant has proposed.

上記可撓部2は、推進管体1のコンクリート部4およびそのコンクリート部4の外周面に一体化された鋼製リング5をそれぞれ長さ方向に二分し、その二分されたコンクリート部4の対向端面の間に弾性リング11を介在してなり、上記弾性リング11の両端部に外向きの弾性フランジ12を有し、上記鋼製リング5の内周面に内向きの鋼製フランジ6を設け、鋼製フランジ6を弾性フランジ12の内側に当てるとともに、弾性フランジ12の外側に押えリング15を当てて上記弾性フランジ12を挟着固定し、上記各鋼製フランジ6に外周側推力受けリング7をそれぞれ一体に設け、各推力受リング7の対向端面相互を突き合せ、上記各押えリング15に一体に設けた各内周側推力受けリング16の対向端面相互を突き合せ、上記鋼製フランジ6と押えリング15との間に推力伝達リング17を介在し、鋼製フランジ6と押えリング15との間で弾性フランジ12をボルト・ナット8により挟着固定し、推力受けリング7と弾性リング11の間に注入口19からグラウト材20を充填したものである。上記内周側推力受けリング16の内周面に、その両側の上記コンクリート部4にわたるステンレス鋼製リング18を一体に設ける。さらに、上記ステンレス鋼製リング18の内周面に所要数の補強鋼板25を、コンクリート部4に埋設したナット26にボルト27をねじ込んで着脱自在に取付けたものである。この補強鋼板25は、可撓性推進管の搬送の際に、可撓部2が曲らないように補強するとともに、推進時における屈曲を抑制する機能を併せ持つものである。なお、補強鋼板25は推進終了後、ボルト27を緩めて取り外すようにしたものである(例えば特許文献1参照)。
特開2000−35169号公報
The flexible part 2 bisects the concrete part 4 of the propelling tube 1 and the steel ring 5 integrated on the outer peripheral surface of the concrete part 4 in the length direction, and opposes the bisected concrete part 4. The elastic ring 11 is interposed between the end faces, the elastic ring 11 has outward elastic flanges 12 at both ends, and the inward steel flange 6 is provided on the inner peripheral surface of the steel ring 5. The steel flange 6 is applied to the inner side of the elastic flange 12, the presser ring 15 is applied to the outer side of the elastic flange 12, and the elastic flange 12 is clamped and fixed to each steel flange 6. Are respectively integrated, the opposing end faces of the thrust receiving rings 7 are butted against each other, the opposing end faces of the inner circumferential thrust receiving rings 16 integrally provided with the holding rings 15 are butted together, A thrust transmission ring 17 is interposed between the clamp 6 and the presser ring 15, and the elastic flange 12 is clamped and fixed between the steel flange 6 and the presser ring 15 with bolts and nuts 8. The grout material 20 is filled between the rings 11 from the injection port 19. On the inner peripheral surface of the inner peripheral thrust receiving ring 16, a stainless steel ring 18 over the concrete portion 4 on both sides thereof is integrally provided. Further, a required number of reinforcing steel plates 25 are attached to the inner peripheral surface of the stainless steel ring 18, and bolts 27 are screwed into nuts 26 embedded in the concrete portion 4 to be detachably attached. The reinforcing steel plate 25 has a function to reinforce the flexible portion 2 so as not to bend during conveyance of the flexible propulsion tube and to suppress bending during propulsion. In addition, the reinforcement steel plate 25 is made to loosen and remove the bolt 27 after the end of propulsion (see, for example, Patent Document 1).
JP 2000-35169 A

しかし、この補強鋼板25の取付けは、推進管体1内でボルト27締めによる作業となり、また所要枚数の補強鋼板25を使用するものであるため、その作業が面倒であり、さらに、この補強鋼板25を推進終了後、ボルト27を外して取り除くため、その作業も増え、結果として、人が推進管体1内に入って作業が可能な大口径の可撓性推進管、管内径が800mm以上の口径に限定されるという問題がある。しかも所要枚数の補強鋼板25を使用するので、推進時の推力による可撓部の屈曲に対して補強効果が十分でない場合があり、この効果を高めるために分厚い鋼板を使用しなければならないという問題がある。   However, the attachment of the reinforcing steel plate 25 is an operation by tightening the bolts 27 in the propulsion tube 1 and uses the required number of reinforcing steel plates 25, which is troublesome. Since the bolt 27 is removed after the propulsion 25 is removed, the number of operations increases, and as a result, a large-diameter flexible propulsion tube that allows a person to enter the propulsion tube 1 and perform the operation. There is a problem that it is limited to the caliber. In addition, since the required number of reinforcing steel plates 25 is used, the reinforcing effect may not be sufficient for bending of the flexible portion due to thrust during propulsion, and a thick steel plate must be used to enhance this effect. There is.

この発明は、上記問題を改良するためになしたものであり、推進時における可撓部の屈曲を抑制するとともに、管内作業が不可能な小口径の可撓性推進管への適用を可能とし、かつ、取付け作業が容易であることを課題とする。   The present invention has been made to improve the above-described problem, and suppresses bending of the flexible portion during propulsion and enables application to a flexible propulsion tube having a small diameter that cannot be operated in the tube. And it makes it a subject that attachment work is easy.

上記の課題を解決するために、この発明は、推進管体に可撓部を備えた可撓性小口径推進管において、上記推進管体内の軸心方向に、上記可撓部を跨いで剛性管を着脱自在に嵌装固定したのである。
すなわち、上記剛性管を上記推進管体内に一端側から挿入して、上記可撓部を跨いで位置させるので、上記剛性管を、管内作業を行うことなく小口径の可撓性推進管に容易に装着することができる。また、上記剛性管により推進時において可撓部が屈曲しようとすると、その屈曲を剛性管の剛性力により抑制する。さらに、推進完了後、上記剛性管を可撓性推進管の一端から抜き出すだけで簡単に取り外すことができ、その作業が容易である。
In order to solve the above-described problems, the present invention provides a flexible small-diameter propulsion tube having a flexible portion in the propelling tube body, and is rigid across the flexible portion in the axial direction in the propulsion tube body. The tube was detachably fitted and fixed.
That is, since the rigid tube is inserted into the propulsion tube from one end side and positioned across the flexible portion, the rigid tube can be easily converted into a flexible propulsion tube having a small diameter without performing an in-pipe operation. Can be attached to. Further, if the flexible portion is to be bent by the rigid tube during propulsion, the bending is suppressed by the rigid force of the rigid tube. Furthermore, after completion of the propulsion, the rigid tube can be easily removed by simply pulling it out from one end of the flexible propulsion tube, and the operation is easy.

また、上記剛性管を上記推進管体の一端側から上記可撓部を跨いで奥側に延びた構成を採用したのである。
上記構成によれば、剛性管を上記推進管体に一端側から嵌めるだけで済むので、その取付け作業が容易で大幅に省力化されるとともに、管内作業が不可能な小口径のものに有効である。
しかも、可撓性小口径推進管が推進力を受けて推進する過程で、その推進力が上記推進管の軸心からずれると、その偏向した推進力により可撓部が屈曲しようとする。その屈曲は剛性管の剛性力により抑止され、この抑止作用により推進がスムーズに行なわれる。
Moreover, the structure which extended the said rigid pipe to the back | inner side across the said flexible part from the one end side of the said propelling pipe body was employ | adopted.
According to the above configuration, since it is only necessary to fit the rigid tube to the propelling tube body from one end side, the mounting operation is easy and greatly labor-saving, and it is effective for small diameter pipes that cannot be operated in the tube. is there.
Moreover, when the flexible small-diameter propelling pipe is propelled by receiving a propelling force, if the propelling force deviates from the axial center of the propelling pipe, the flexible portion tends to bend by the deflected propelling force. The bending is restrained by the rigid force of the rigid tube, and propulsion is smoothly performed by this restraining action.

また、上記剛性管の一端側に外向きのフランジを設けた構成の採用により、上記剛性管の剛性強度がアップして円形度を維持し、可撓部の屈曲抑止力がさらに高められる。しかも、可撓性小口径推進管に嵌装する場合のストッパー機能を果すのである。   In addition, by adopting a configuration in which an outward flange is provided on one end side of the rigid tube, the rigid strength of the rigid tube is increased, the circularity is maintained, and the bending restraining force of the flexible portion is further enhanced. Moreover, it functions as a stopper when fitted to a flexible small-diameter propelling tube.

また、推進管体と剛性管との間に隙間を設け、その隙間に、間隔保持部材を上記剛性管の両端部から着脱自在に装着した構成の採用により、剛性管の推進管体への嵌装が容易であり、嵌装後は上記間隔保持部材により均等な隙間となるから、可撓部の偏った屈曲がなくなるのである。   In addition, by adopting a configuration in which a gap is provided between the propulsion tube and the rigid tube, and a spacing member is detachably attached to the gap from both ends of the rigid tube, the rigid tube is fitted to the propulsion tube. The fitting is easy, and after the fitting, the gap holding member provides a uniform gap, so that the bending of the flexible portion is eliminated.

また、上記の可撓性小口径推進管を先頭寄りの管又は後尾寄りの管として用い、これら先頭寄り管又は後尾寄りの管を推進工法により地中に埋設した後、上記可撓性小口径推進管から剛性管を取り外す推進工法を採用したのである。上記先頭寄りの管とは、先頭管又は/及び先頭管の次に接続される推進管のことであり、後尾寄りの管とは、後尾管又は/及び後尾管の前に接続される推進管のことである。この推進工法によれば、推進過程で、可撓部が偏向した推進力を受けて屈曲しようとするが、その屈曲は上記剛性管の剛性力により抑止される。また、推進終了後に剛性管を取り除くことにより、可撓部本来の機能を発揮するとともに、可撓性小口径推進管の流下断面積が狭まるようなことがなく、かつ、再利用が可能である。   In addition, the flexible small-diameter propulsion pipe is used as a pipe near the head or a pipe near the tail, and after the pipe near the head or the tail is buried in the ground by a propulsion method, the flexible small-diameter pipe is used. The propulsion method was used to remove the rigid tube from the propulsion tube. The leading pipe is a propulsion pipe connected next to the leading pipe or / and the leading pipe, and the trailing pipe is a propulsion pipe connected in front of the trailing pipe or / and the tail pipe. That is. According to this propulsion method, in the propulsion process, the flexible portion tries to bend by receiving the propulsive force deflected, but the bending is suppressed by the rigid force of the rigid tube. Moreover, by removing the rigid tube after the propulsion is completed, the original function of the flexible portion is exhibited, and the flow cross-sectional area of the flexible small-diameter propelling tube is not reduced and can be reused. .

この発明は、以上のように、可撓性小口径推進管内に、その可撓部の位置を越えて延びる剛性管を着脱可能に嵌装してなるので、上記推進管の推進過程で、可撓部が偏向した推進力を受けて屈曲しようとすると、その屈折を剛性管の剛性力により抑制し、その抑止作用により推進をスムーズに行なうことができる。
また、上記推進管の取り扱いが容易であり、かつ、推進時における可撓部の変形を制限して止水性の低下をなくすことができる。
さらに、剛性管は推進管体に一端側から嵌めるだけでよいので、その取付け作業性および推進時における取り外し作業が大幅に省力化されるとともに、管内作業が不可能な小口径のものに特に有効である。
As described above, since the rigid pipe extending beyond the position of the flexible portion is detachably fitted in the flexible small-diameter propulsion pipe, the present invention can be used in the propulsion process of the propulsion pipe. When the bending portion is bent by receiving the propelling force deflected, the refraction can be suppressed by the rigidity force of the rigid tube, and the propulsion can be smoothly performed by the suppressing action.
In addition, the propulsion pipe can be easily handled, and the deformation of the flexible portion during propulsion can be restricted to prevent a decrease in water stoppage.
Furthermore, since the rigid tube only needs to be fitted to the propelling tube from one end, its mounting workability and removal work during propulsion are greatly reduced, and it is particularly effective for small diameter pipes that cannot be internally operated. It is.

以下、この発明の実施の形態を添付の図面に基づいて説明する。なお、従来例と同一部材は同一符号を用いる。図1〜2は第1の実施形態の可撓性小口径推進管を示し、この可撓性小口径推進管は、鉄筋入り遠心力コンクリート管(ヒューム管)からなる推進管体1の長さ方向中間部、すなわち、推進管体1のコンクリート部4が長さ方向に所定の間隔をおいて二分され、その二分されたコンクリート部4の間に可撓部2を介装し一体化したものである。
上記両側のコンクリート部4の外周面には、可撓部2の外周面を覆うように鋼製リング5がそれぞれ一体に設けられ、両側の鋼製リング5の対向端面相互が、可撓部2に中間で突き合される。各鋼製リング5の内周面に内向きの鋼製フランジ6が溶接により固着され、各鋼製リング5の内周面またはその鋼製フランジ6の内面に推力を受ける外周側推力受けリング7が溶接により一体に設けられる。
Embodiments of the present invention will be described below with reference to the accompanying drawings. In addition, the same code | symbol is used for the same member as a prior art example. 1 and 2 show a flexible small-diameter propulsion pipe according to the first embodiment. The flexible small-diameter propulsion pipe is a length of a propulsion pipe body 1 made of a reinforcing steel-containing centrifugal concrete pipe (fume pipe). Middle part of the direction, that is, the concrete part 4 of the propelling tube 1 is divided into two in the length direction at a predetermined interval, and the flexible part 2 is interposed between the divided concrete parts 4 and integrated. It is.
Steel rings 5 are integrally provided on the outer peripheral surfaces of the concrete parts 4 on both sides so as to cover the outer peripheral surface of the flexible part 2, and the opposing end surfaces of the steel rings 5 on both sides are flexible parts 2. Is faced in the middle. An inward steel flange 6 is fixed to the inner peripheral surface of each steel ring 5 by welding, and an outer peripheral thrust receiving ring 7 that receives thrust on the inner peripheral surface of each steel ring 5 or the inner surface of the steel flange 6. Are integrally provided by welding.

各外周側推力受けリング7は、推力の伝達を行なうために所要強度の板厚が選定され、それらの対向端面相互は鋼製リング5の突き合せ位置と同じ位置において突き合される。上記各鋼製フランジ6には内面側から所要数の固定ボルト・ナット8が挿通され、それらのボルト頭9が鋼製フランジ6に溶接により固着される。
可撓部2の構成部材である弾性リング11は全体がゴム製で、両端に外向き弾性フランジ12が設けられるとともに、その中間部分に外向きに逆U字形に屈曲変形した伸長余裕部13が設けられる。
弾性フランジ12の内面には上記鋼製フランジ6がゴム製シール材14を介して当てられるとともに、上記固定ボルト・ナツト8が挿通される。
Each outer circumferential thrust receiving ring 7 has a required strength plate thickness to transmit the thrust, and the opposed end faces are butted at the same position as the butting position of the steel ring 5. A predetermined number of fixing bolts and nuts 8 are inserted into the steel flanges 6 from the inner surface side, and the bolt heads 9 are fixed to the steel flanges 6 by welding.
The elastic ring 11 which is a constituent member of the flexible portion 2 is entirely made of rubber, and is provided with outward elastic flanges 12 at both ends, and an extension margin portion 13 which is bent and deformed outwardly in an inverted U shape at an intermediate portion thereof. Provided.
The steel flange 6 is applied to the inner surface of the elastic flange 12 via a rubber seal 14 and the fixing bolt / nut 8 is inserted.

上記各弾性フランジ12の外面にそれぞれ押えリング15が当てられる。押えリング15は、コンクリート部4の外周部付近に達し、その内周側の内面において、上記弾性リング11より内径側に、不銹鋼製リング18が一体に設けられる。この不銹鋼製リング18の対向端面相互は、鋼製リング5及び外周側推力受けリング7の突き合せ位置と同じ位置において突き合される。ただ、不銹鋼製リング18は直接、推力を伝達するものではない。
なお、上記リング18を、例えばステンレス鋼材製にすることで、一般鋼材による押えリング15の流水による腐食から保護するとともに、弾性リング11の保護もする。
A presser ring 15 is applied to the outer surface of each elastic flange 12. The presser ring 15 reaches the vicinity of the outer peripheral portion of the concrete portion 4, and a stainless steel ring 18 is integrally provided on the inner surface on the inner peripheral side, closer to the inner diameter side than the elastic ring 11. The opposing end faces of the stainless steel ring 18 are abutted at the same positions as the abutting positions of the steel ring 5 and the outer circumferential thrust receiving ring 7. However, the stainless steel ring 18 does not directly transmit thrust.
In addition, by making the said ring 18 from stainless steel materials, for example, while protecting from the corrosion by the flowing water of the holding ring 15 by a general steel material, the elastic ring 11 is also protected.

また、押えリング15の外周部側の内面に推力伝達リング17が溶接により一体に設けられ、その推力伝達リング17は上記鋼製リング6の外面に対向する。
押えリング15にも固定ボルト・ナット8が挿通され、ナット8を締結することにより、鋼製フランジ6と押えリング15とで挟着し弾性フランジ12を圧着固定する。この弾性フランジ12が圧着された状態で、推力伝達リング17が鋼製フランジ6に当接する。
上記弾性リング11の外周面と、両方の外周側推力受けリング7および両方の鋼製フランジ6とにより形成された空間部分に、鋼製リング5と外周側推力受けリング7に設けた注入口19からグラウト材20が注入充填される。
Further, a thrust transmission ring 17 is integrally provided by welding on the inner surface on the outer peripheral side of the presser ring 15, and the thrust transmission ring 17 faces the outer surface of the steel ring 6.
The fixing bolt / nut 8 is also inserted into the presser ring 15, and by fastening the nut 8, the elastic flange 12 is fixed by crimping between the steel flange 6 and the presser ring 15. The thrust transmission ring 17 contacts the steel flange 6 in a state where the elastic flange 12 is crimped.
An injection port 19 provided in the steel ring 5 and the outer circumferential thrust receiving ring 7 in the space formed by the outer circumferential surface of the elastic ring 11, both outer circumferential thrust receiving rings 7 and both steel flanges 6. The grout material 20 is injected and filled.

上記の可撓性小口径推進管は、以上の構成であり、これを製造する際は、まず、鋼製リング5に外周側推力受けリング7および鋼製フランジ6を一体化した組立体を予め製作し、その鋼製フランジ6に固定ボルト8を固着し、同様に構成した他の組立体の鋼製リング5と外周側推力受けリング7の対向端面を突き合せる。次に、上記両側の鋼製フランジ6の外周面に弾性リング11の弾性フランジ12を、シール材14を介して沿わせるとともに、固定ボルト8を弾性フランジ12のボルト孔に挿通させる。一方、押えリング15、不銹鋼製リング18及び推力伝達リング17からなる組立体を予め製作し、その押えリング15を弾性フランジ12の外周面に沿わせるとともに、固定ボルト8を押えリング15のボルト孔に挿通し、ナツト8で締結する。このとき、弾性フランジ12は、所定の圧縮状態に保持される。しかる後、注入口19から早強性無収縮モルタルなどのグラウト材20を注入充填される。これにより、全体として、リング状の可撓部組立体を構成する。
上記の可撓部組立体を、図示しない、遠心成形機の円筒型枠内に鉄筋とともにセットし、常法によりコンクリートを投入し、可撓部組立体をコンクリートに介装一体化して、可撓性小口径推進管を成形する。
The flexible small-diameter propulsion pipe has the above-described configuration. When this is manufactured, first, an assembly in which the outer peripheral thrust receiving ring 7 and the steel flange 6 are integrated with the steel ring 5 is preliminarily provided. The fixing bolt 8 is fixed to the steel flange 6, and the opposite end surfaces of the steel ring 5 and the outer peripheral thrust receiving ring 7 of another assembly similarly configured are abutted. Next, the elastic flange 12 of the elastic ring 11 is placed along the outer peripheral surface of the steel flange 6 on both sides via the sealing material 14, and the fixing bolt 8 is inserted into the bolt hole of the elastic flange 12. On the other hand, an assembly comprising the presser ring 15, the stainless steel ring 18 and the thrust transmission ring 17 is manufactured in advance, the presser ring 15 is placed along the outer peripheral surface of the elastic flange 12, and the fixing bolt 8 is attached to the bolt hole of the presser ring 15. And is fastened with nut 8. At this time, the elastic flange 12 is held in a predetermined compressed state. Thereafter, a grout material 20 such as a fast-strength non-shrink mortar is injected and filled from the injection port 19. Thereby, a ring-shaped flexible part assembly is formed as a whole.
The above flexible part assembly is set in a cylindrical frame of a centrifugal molding machine (not shown) together with a reinforcing bar, concrete is put in by a conventional method, and the flexible part assembly is integrated and integrated with the concrete to be flexible. A small-diameter propulsion pipe.

上記のように成形された可撓性小口径推進管内に、その一端側(図1の挿し口1b側)から可撓部2を跨いで受け口1aまで延びる剛性管30を嵌装し、その管30の一端側に設けた外向きのフランジ31を、クッション材32を介装して管本体1の端面に当接させる。   In the flexible small-diameter propelling tube formed as described above, a rigid tube 30 extending from one end side (the insertion port 1b side in FIG. 1) to the receiving port 1a across the flexible portion 2 is fitted. An outward flange 31 provided on one end side of 30 is brought into contact with the end surface of the pipe body 1 with a cushion material 32 interposed therebetween.

剛性管30の他端は、第1の実施形態では、推進管体1の受け口1aまで延びているが、可撓部2(弾性リング11)を跨いでいれば、全長でなくてもよい。また、その材質として、鋼材が使用されるが、剛性のある樹脂材でもよい。
上記フランジ31は、剛性管30の剛性強度すなわち円形度を高めるとともに、推進管体1の端部に当接することで、剛性管30のストッパー機能を果すのである。なお、33は同一円周状に2〜4個形成しためねじである。
In the first embodiment, the other end of the rigid tube 30 extends to the receiving port 1a of the propelling tube 1. However, the rigid tube 30 does not have to be the entire length as long as it straddles the flexible portion 2 (elastic ring 11). Moreover, although the steel material is used as the material, a rigid resin material may be used.
The flange 31 increases the rigidity strength, that is, the circularity of the rigid tube 30, and abuts against the end of the propelling tube 1, thereby fulfilling the stopper function of the rigid tube 30. In addition, 33 is a screw for forming 2-4 pieces on the same circumference.

図3〜5は第2の実施形態であり、剛性管30を推進管体1内に、その一端側(図1の挿し口1b側)から可撓部2を跨いで奥側へ少し延ばして嵌装したものである。また、上記第1実施形態では、剛性管30の外径と推進管体1の内径との隙間Sは嵌装に必要な最小限としたため図示省略したが、この例では、推進管体1の内面精度、剛性管30の加工精度および剛性管30の着脱性を考慮して、所定の隙間Sを設定したものである。この隙間Sによって、推進管体1内に剛性管30を容易に嵌装することができるが、逆に剛性管30の自重により推進管体1の軸心と剛性管30の軸心がずれて推進時に可撓部が屈曲してしまうことがある。   3 to 5 show a second embodiment, in which the rigid tube 30 is slightly extended from the one end side (the insertion port 1b side in FIG. 1) to the back side across the flexible portion 2 in the propelling tube 1. It is fitted. In the first embodiment, the clearance S between the outer diameter of the rigid tube 30 and the inner diameter of the propulsion tube 1 is omitted because it is the minimum necessary for fitting. The predetermined gap S is set in consideration of the inner surface accuracy, the processing accuracy of the rigid tube 30, and the detachability of the rigid tube 30. The clearance S allows the rigid tube 30 to be easily fitted into the propulsion tube 1, but conversely, the shaft center of the propulsion tube 1 and the shaft center of the rigid tube 30 are displaced due to the weight of the rigid tube 30. The flexible part may be bent during propulsion.

そこで、剛性管30の先端(奥)側端部外周面と推進管体1の内周面との隙間Sに、間隔保持部材であるテーパ形ディスタンスピース34(図示例では4個)を打ち込み治具35を使用して打ち込んで、推進管体1と剛性管30の両軸心を一致させる。一方、剛性管30の基端部(フランジ31側)にも間隔保持部材を設ける。この間隔保持部材は、剛性管30の一端寄りに形成しためねじ36(3〜4個)にセットボルト37をねじ込み、その先端を推進管体1の内面に当接させることによりなる。これにより、推進管体1と剛性管30の両軸心を一致させる。これにより、可撓部2の剛性が保たれる。   Therefore, a tapered distance piece 34 (four in the illustrated example) that is a spacing member is driven into the clearance S between the outer peripheral surface of the distal end (back) side end of the rigid tube 30 and the inner peripheral surface of the propelling tube 1. The tool 35 is used for driving so that the axial centers of the propulsion tube 1 and the rigid tube 30 coincide with each other. On the other hand, a spacing member is also provided at the base end (flange 31 side) of the rigid tube 30. This spacing member is formed near one end of the rigid tube 30, so that a set bolt 37 is screwed into a screw 36 (3 to 4 pieces) and its tip is brought into contact with the inner surface of the propelling tube 1. Thereby, both axial centers of the propelling tube 1 and the rigid tube 30 are made to coincide. Thereby, the rigidity of the flexible part 2 is maintained.

また、剛性管30にセットボルト37をねじ込む構造の間隔保持部材に代えて、図6に示すように、推進管体1の端部内面側に3〜4個の埋込みナット39を埋設し、このナット39に剛性管30を貫通して固定ボルト40をねじ込んで、剛性管30を推進管体1に同心させることもできる。
また、可撓性小口径推進管に剛性管30を工場でセットしておくことで、可撓性小口径推進管の吊り上げ吊り下げ時に、その可撓部2が湾曲することがない。
Further, instead of the interval holding member having a structure in which the set bolt 37 is screwed into the rigid tube 30, as shown in FIG. 6, 3 to 4 embedded nuts 39 are embedded on the inner surface of the end portion of the propelling tube 1, The rigid tube 30 can be concentric with the propulsion tube 1 by passing the rigid tube 30 through the nut 39 and screwing the fixing bolt 40.
Further, by setting the rigid tube 30 in the flexible small-diameter propulsion tube at the factory, the flexible portion 2 does not bend when the flexible small-diameter propulsion tube is lifted and suspended.

上記の図3で示した剛性管30付きの可撓性小口径推進管(先頭管Paとする)による推進工法は、先ず、図7に示すように、掘削機(セミシールドマシン)Bを発進坑Aに吊り降し、上記掘削機Bを油圧ジャッキCで押し込むとともに、この掘削機Bを駆動して地山を掘削し、次に先頭管Paを吊り降して掘削機Bの鋼製外筒B1に接続し、先頭管Paの後端に当て板B2に当て、上記と同様に掘削機Bにより地山を掘削しながら先頭管Paを油圧ジャッキCで押し込み、推進施工する。さらに、先頭管Paに可撓部を有しない推進管Pbを接続して推進し、後続の推進管Pbを順次接続して推進し、推進管路を敷設する。先頭管Paが前方のマンホールD又は到達坑の近くにくると、後方側の推進管Pbに可撓性小口径推進管(後尾管)を接続し、さらに推進すると、先頭管Paが、図8に示すように、前方のマンホールDの開口に達し、一方、後尾管が、図示しない発進坑Aの内に位置すると推進施工を終了する。   In the propulsion method using the flexible small-diameter propulsion pipe (referred to as the top pipe Pa) with the rigid pipe 30 shown in FIG. 3, first, the excavator (semi-shield machine) B is started as shown in FIG. The excavator B is suspended from the pit A, and the excavator B is pushed by the hydraulic jack C, and the excavator B is driven to excavate the natural ground. Connected to the cylinder B1, the rear end of the front pipe Pa is applied to the contact plate B2, and the front pipe Pa is pushed by the hydraulic jack C while being excavated by the excavator B in the same manner as described above, and propulsion is performed. Further, a propulsion pipe Pb that does not have a flexible portion is connected to the leading pipe Pa for propulsion, and subsequent propulsion pipes Pb are sequentially connected for propulsion to lay a propulsion pipeline. When the leading pipe Pa comes close to the front manhole D or the reaching pit, a flexible small-diameter propelling pipe (rear tail pipe) is connected to the propelling pipe Pb on the rear side, and further propulsion, the leading pipe Pa becomes as shown in FIG. As shown in Fig. 2, the propulsion work is finished when the opening of the front manhole D is reached and the tail pipe is located in the start shaft A (not shown).

その後、先頭管Paから剛性管30を引き抜く。この剛性管30の引き抜きは、マンホールD側から推進機Bを先頭管Paから外し、さらに図9に示すように、セットボルト37を緩めた後、めねじ33に抜出しボルト38をねじ込んで、剛性管30を先頭管Paから少し引き出す(図9(a)参照)と、打込まれたディスタンスピース34が緩み外れる(図9(b)参照)。その後、剛性管30は、図示しない引き出し具により抜き出され、また、先頭管Pa内に残ったディスタンスピース34も手又は図示しない掻き取り治具を用いて取り出す。なお、図8において、Pcは可撓性2を有する小口径推進管(後尾管)であり、この後尾管Pcへの剛性管30の嵌装固定、およびその取り外しは、推進方向の関係から、この後尾管の受け口側から行なわれる。   Thereafter, the rigid tube 30 is pulled out from the top tube Pa. The rigid tube 30 is pulled out by removing the propulsion unit B from the top tube Pa from the manhole D side, and further loosening the set bolt 37 and then screwing the extraction bolt 38 into the female screw 33 as shown in FIG. When the pipe 30 is slightly pulled out from the top pipe Pa (see FIG. 9A), the driven distance piece 34 is loosened (see FIG. 9B). Thereafter, the rigid tube 30 is extracted by a drawing tool (not shown), and the distance piece 34 remaining in the top tube Pa is also taken out by hand or using a scraping jig (not shown). In FIG. 8, Pc is a small-diameter propulsion pipe (rear tail pipe) having flexibility 2, and the rigid tube 30 is fixedly attached to the rear tail pipe Pc, and the removal thereof is from the relationship of the propulsion direction. This is done from the rear end of the tail tube.

上記の構成において、可撓性小口径推進管の受け口1aに加えられた推力は、可撓部2の外周部において、押えリング15、推力伝達リング17、鋼製フランジ6さらに外周側推力受けリング7の突き合せ端面を経て挿し口1bに伝達される。なお、グラウト材20は軸方向の圧縮強度を有するから、推力伝達の一部を負担するとともに、鋼製フランジ6との密着により止水性を発揮する。   In the above configuration, the thrust applied to the receiving port 1a of the flexible small-diameter propulsion pipe is applied to the presser ring 15, the thrust transmission ring 17, the steel flange 6 and the outer peripheral side thrust receiving ring at the outer peripheral portion of the flexible portion 2. 7 is transmitted to the insertion port 1b through the butted end face. In addition, since the grout material 20 has the compressive strength of an axial direction, while bearing a part of thrust transmission, watertightness is exhibited by close_contact | adherence with the steel flange 6. FIG.

上記推進の過程で、可撓性小口径推進管への推力が軸心方向から外れると、可撓部2が屈曲しようとする。このとき、この屈曲しようとする外力を剛性管30の剛性力により支えて、可撓部2の曲りが抑制されてスムーズな推進が行なわれる。   If the thrust to the flexible small-diameter propelling tube deviates from the axial direction during the above-described propulsion process, the flexible portion 2 tends to bend. At this time, the external force to be bent is supported by the rigid force of the rigid tube 30, and the bending of the flexible portion 2 is suppressed, so that smooth propulsion is performed.

上記推進完了後、剛性管30を取り除くことにより、可撓部2は本来の可撓機能を発揮する。すなわち、埋設された可撓性小口径推進管によって、構築された地中配管において、地盤変動などが発生すると、受け口1a側のコンクリート部4と挿し口1b側のコンクリート部4が、可撓部2の鋼製リング5、外周側推力受けリング7の各突き合せ面において、剪断方向にずれたり、あるいはV字形、逆V字形など外力に応じて変形する。また、弾性リング11の伸長余裕部13も上記の変形に応じて弾性変形し、あるいは伸長して推進管自体の欠損を起こしたり、亀裂の発生がなくなり、地盤と配管内部との間のシールを維持するものである。
また、推進後、推進管体1から剛性管30を取り除くので、推進管体1の流体通過断面積が狭まることがなく、所定の流量が確保される。さらに、取り除いた剛性管30は再利用される。
After the propulsion is completed, the flexible portion 2 exhibits its original flexibility function by removing the rigid tube 30. That is, when ground fluctuation or the like occurs in the underground pipe constructed by the embedded flexible small-diameter propulsion pipe, the concrete part 4 on the receiving port 1a side and the concrete part 4 on the insertion port 1b side are connected to the flexible part. The abutting surfaces of the steel ring 5 and the outer circumferential thrust receiving ring 7 are displaced in the shearing direction or deformed according to an external force such as a V shape or an inverted V shape. Further, the expansion margin 13 of the elastic ring 11 is also elastically deformed or extended according to the above-described deformation, causing the propulsion pipe itself to be lost or cracking, so that a seal between the ground and the inside of the pipe is obtained. To maintain.
In addition, after the propulsion, the rigid tube 30 is removed from the propulsion tube 1, so that the fluid passage cross-sectional area of the propulsion tube 1 is not reduced and a predetermined flow rate is ensured. Further, the removed rigid tube 30 is reused.

図10〜11は第3の実施形態を示し、剛性管30を、可撓部2を跨いで、この可撓部2の長さより少し長くして装着したものである。この場合、上記剛性管30の両側から推進管体1と剛性管30の隙間Sに間隔保持部材(テーパ形ディスタンスピース)34を打ち込み治具35を使用して打ち込んで、推進管体1と剛性管30の両軸心を一致させる。間隔保持部材34の取付け位置は両方とも推進管体1内になるが、長尺の打込み治具35を用いれば、推進管体1の外側から容易に装着できるし、また、取り外す場合でも長尺の引っ掛け治具を使用すれば簡単に離脱させることができる。なお、剛性管30の管長が短い分、管厚を厚くして剛性を維持するようにする。
なお、この実施例において、推力を外周側推力受けリング7のみで受けるようにし、内周側推力受けリング16を省略したものである。18はステンレス鋼製リングであり、可撓部2を保護する。
10 to 11 show a third embodiment, in which a rigid tube 30 is mounted across the flexible portion 2 and slightly longer than the length of the flexible portion 2. In this case, a spacing member (tapered distance piece) 34 is driven into the gap S between the propelling tube 1 and the rigid tube 30 from both sides of the rigid tube 30 using a driving jig 35, and the rigidity of the propelling tube 1 and the rigid tube 30 is increased. Both axial centers of the tube 30 are matched. Both of the attachment positions of the spacing member 34 are within the propelling tube 1, but if a long driving jig 35 is used, it can be easily mounted from the outside of the propelling tube 1, and even when it is removed, it is long. Can be easily removed by using the hook jig. In addition, as the tube length of the rigid tube 30 is short, the tube thickness is increased to maintain the rigidity.
In this embodiment, the thrust is received only by the outer peripheral thrust receiving ring 7 and the inner peripheral thrust receiving ring 16 is omitted. Reference numeral 18 denotes a stainless steel ring that protects the flexible portion 2.

図12は推力受けリングの他の例であり、外周側推力受けリング7の代わりに内周側推力受けリング16を設けたものである。すなわち、上記押えリング15の間の上記弾性リング11より内径側に、内周側推力受けリング16を一体に設け、この内周側推力受けリング16の対向端面相互を突き合せたものである。これにより、推力は内周側推力受けリング16のみで負担する。すなわち、前記推力は可撓部2の内周部において、押えリング15、内周側推力受けリング16の突き合せ端面を経て挿し口1b側に伝達される。   FIG. 12 shows another example of the thrust receiving ring, in which an inner peripheral thrust receiving ring 16 is provided instead of the outer peripheral thrust receiving ring 7. That is, an inner peripheral thrust receiving ring 16 is integrally provided on the inner diameter side of the elastic ring 11 between the presser rings 15 and the opposed end faces of the inner peripheral thrust receiving ring 16 are abutted against each other. Thereby, the thrust is borne only by the inner circumferential thrust receiving ring 16. That is, the thrust is transmitted to the insertion port 1b side through the butting end surfaces of the presser ring 15 and the inner peripheral thrust receiving ring 16 in the inner peripheral portion of the flexible portion 2.

また、内周側推力受けリング16の内周面に、その両側のコンクリート部4にわたる不銹鋼製リング18を配設して押えリング15に溶接して一体化することができる。これにより、一般鋼材による鋼製リング6や内周側推力受けリング16および弾性リング11を内側から保護する。その他の部材は、図1で示した部材と同じものは同一符号を用いて、詳細な説明を省略する。   Further, a stainless steel ring 18 extending over the concrete portion 4 on both sides of the inner peripheral side thrust receiving ring 16 can be arranged and welded to the presser ring 15 to be integrated. Thereby, the steel ring 6, the inner peripheral thrust receiving ring 16 and the elastic ring 11 made of general steel are protected from the inside. Other members that are the same as those shown in FIG. 1 are denoted by the same reference numerals, and detailed description thereof is omitted.

発進坑Aは、通常、矢板を打込んで構築され、この矢板は、後に設置されるマンホールから離れた位置にある場合が多い。その理由は、マンホールは発進坑Aより相当小さいためである。このため、矢板の位置に位置する推進管は、マンホールAに接続される最後尾管の前の管であることが多く、この管に可撓性小口径推進管を使用することがある。
この発進坑Aを構築するため地中に打込まれた矢板は、推進管の推進施工後撤去される。この場合、推進管の上部に位置する矢板は、推進管の上部で溶断して容易に引き抜かれるが、推進管下部の矢板は、該埋設管の存在により、上部への引き抜き撤去が不可能である。このため、地震や地盤沈下が起きた時、残存する矢板の上に位置する可撓性推進管は、その矢板を支点とする曲げや剪断力が働いても、可撓部2の屈曲により抗折、折損が抑制される。
なお、推進管の到達側は、上記の例ではマンホールDを示したが、上記の発進坑Aと同様に矢板による到達坑を構築する場合もある。この場合も矢板と設置するマンホール間の距離により、先頭管の次に可撓性推進管を用いることもある。
The start pit A is usually constructed by driving a sheet pile, and this sheet pile is often at a position away from a manhole to be installed later. The reason is that the manhole is considerably smaller than the start pit A. For this reason, the propulsion pipe located at the position of the sheet pile is often a pipe in front of the last tail pipe connected to the manhole A, and a flexible small-diameter propulsion pipe may be used for this pipe.
The sheet pile driven into the ground to construct this start pit A is removed after the propulsion construction of the propulsion pipe. In this case, the sheet pile located in the upper part of the propulsion pipe is easily pulled out by fusing at the upper part of the propulsion pipe, but the sheet pile at the lower part of the propulsion pipe cannot be pulled out and removed due to the existence of the buried pipe. is there. For this reason, when an earthquake or ground subsidence occurs, the flexible propulsion tube positioned on the remaining sheet pile is resistant to the bending of the flexible portion 2 even if bending or shearing force acts on the sheet pile as a fulcrum. Folding and breakage are suppressed.
In addition, although the manhole D was shown in the above example on the arrival side of the propulsion pipe, there is a case where an arrival mine using a sheet pile is constructed in the same manner as the above-described start pit A. In this case, a flexible propelling tube may be used next to the leading tube depending on the distance between the sheet pile and the manhole to be installed.

可撓部2の位置は、可撓性小口径推進管の管長L=1.0〜1.2mにあっては、マンホールの側壁より約0.3〜0.6m、同管長L=2.0〜2.43mにあっては、マンホールの側壁より、0.5〜1.2mに設ける。
なお、小口径とは推進管内に人が入って作業することができない管口径250mm〜700mmのものである。
The position of the flexible portion 2 is about 0.3 to 0.6 m from the side wall of the manhole when the tube length L of the flexible small diameter propulsion tube is 1.0 to 1.2 m, and the tube length L = 2. If it is 0 to 2.43 m, it is provided 0.5 to 1.2 m from the side wall of the manhole.
In addition, a small diameter is a thing with a pipe diameter of 250 mm-700 mm in which a person cannot enter and work in a propulsion pipe.

本発明に係る第1の実施形態の可撓性小口径推進管を示す一部切欠き断面図1 is a partially cutaway sectional view showing a flexible small-diameter propulsion pipe according to a first embodiment of the present invention. 図1の一部拡大断面図Partially enlarged sectional view of FIG. 本発明に係る第2の実施形態を示す一部切欠き断面図Partially cutaway sectional view showing a second embodiment of the present invention 図3のA−A線矢視図AA line arrow view of FIG. 図3の詳細を示し、(a)は掘削機との接続状態の一部拡大断面図、(b)は(a)の拡大断面図FIG. 3 shows details of FIG. 3, (a) is a partially enlarged sectional view of a connected state with an excavator, and (b) is an enlarged sectional view of (a). 本発明に係る第1実施形態の変形例を示す一部切欠き断面図Partially cutaway sectional view showing a modification of the first embodiment according to the present invention 本発明の推進状態を示す概略説明図Schematic explanatory diagram showing the propulsion state of the present invention 本発明の推進後の状態を示す概略説明図Schematic explanatory diagram showing the state after propulsion of the present invention (a)は剛性管の取り外し状態図、(b)はディスタンスピースの取り外し状態図(A) is a removal state diagram of a rigid tube, (b) is a removal state diagram of a distance piece. 本発明に係る第3の実施形態を示す一部切欠断面図Partially cutaway sectional view showing a third embodiment of the present invention 図10の一部拡大断面図Partially enlarged sectional view of FIG. 本発明に係る可撓部の他の例を示す拡大断面図The expanded sectional view which shows the other example of the flexible part which concerns on this invention 従来例に示す概略説明図Schematic explanatory diagram shown in the conventional example

符号の説明Explanation of symbols

1 推進管体
2 可撓部
4 コンクリート部
5 鋼製リング
6 鋼製フランジ
7 外周側推力受けリング
11 弾性リング
12 弾性フランジ
15 押えリング
16 内周側推力受けリング
17 推力伝達リング
30 剛性管
31 フランジ
33 めねじ
34 ディスタンスピース
35 打込み治具
36 めねじ
37 セットボルト
38 引出しボルト
39 埋込みナツト
40 固定ボルト
Pa 先頭管
Pb 推進管
Pc 後尾管
DESCRIPTION OF SYMBOLS 1 Propulsion tube 2 Flexible part 4 Concrete part 5 Steel ring 6 Steel flange 7 Outer peripheral side thrust receiving ring 11 Elastic ring 12 Elastic flange 15 Presser ring 16 Inner peripheral side thrust receiving ring 17 Thrust transmitting ring 30 Rigid pipe 31 Flange 33 Female screw 34 Distance piece 35 Driving jig 36 Female screw 37 Set bolt 38 Drawer bolt 39 Embedded nut 40 Fixing bolt Pa Lead pipe Pb Propulsion pipe Pc Rear pipe

Claims (6)

コンクリート製の推進管体1およびその推進管体1の外周面に一体化された内向きの鋼製フランジ6を有する鋼製リング5をそれぞれ長さ方向に二分し、その二分された上記鋼製フランジ6の対向端面の間に弾性リング11を介装し、上記弾性リング11の両端部の弾性フランジ12を上記鋼製フランジ6の外側に当てるとともに、上記弾性フランジ12の外側に押えリング15を当てて上記弾性フランジ12を挟着固定し、上記各鋼製フランジ6に外周側推力受けリング7を、又は、上記各押えリング15に内周側推力受けリング16を一体化し、上記外周側又は内周側推力受けリング7、16の対向端面相互を突き合わせてなる可撓性推進管において、
剛性管30を上記推進管体1内の軸心方向に、上記可撓部2を跨いで着脱可能に嵌装してなることを特徴とする可撓性小口径推進管。
A steel ring 5 having a concrete-made propulsion tube 1 and an inward steel flange 6 integrated with the outer peripheral surface of the propulsion tube 1 is divided into two in the length direction, and the above-mentioned steel product divided into two is divided. An elastic ring 11 is interposed between the opposing end faces of the flange 6, the elastic flanges 12 at both ends of the elastic ring 11 are applied to the outside of the steel flange 6, and a holding ring 15 is provided outside the elastic flange 12. The elastic flange 12 is clamped and fixed, and the outer circumferential thrust receiving ring 7 is integrated with each steel flange 6 or the inner circumferential thrust receiving ring 16 is integrated with each holding ring 15, and the outer circumferential side or In the flexible propulsion tube formed by abutting the opposed end faces of the inner circumferential thrust receiving rings 7 and 16,
A flexible small-diameter propulsion pipe, wherein a rigid pipe 30 is detachably fitted in the axial direction in the propulsion pipe body 1 across the flexible portion 2.
上記剛性管30が、上記推進管体1の一端側から上記可撓部2を跨いで奥側に延びていることを特徴とする請求項1記載の可撓性小口径推進管。   The flexible small-diameter propulsion pipe according to claim 1, wherein the rigid pipe (30) extends from one end side of the propulsion pipe body (1) to the back side across the flexible portion (2). 上記剛性管30の一端側に外向きのフランジ31を設けた請求項2に記載の可撓性小口径推進管。   The flexible small-diameter propulsion pipe according to claim 2, wherein an outward flange 31 is provided on one end side of the rigid pipe 30. 上記剛性管30が、上記可撓部2を跨ぐ長さであることを特徴とする請求項1記載の可撓性小口径推進管。   The flexible small diameter propelling tube according to claim 1, wherein the rigid tube has a length straddling the flexible portion. 推進管体1と剛性管30との間に隙間Sを設け、その隙間Sに、間隔保持部材34を上記剛性管30の両端部から着脱自在に装着したことを特徴とする請求項1から4のいずれかに記載の可撓性小口径推進管。   5. A clearance S is provided between the propelling tube 1 and the rigid tube 30, and a spacing member 34 is detachably attached to the clearance S from both ends of the rigid tube 30. The flexible small diameter propulsion tube according to any one of the above. 請求項1から5のいずれかに記載の可撓性小口径推進管を先頭寄りの管又は後尾寄りの管として用い、これら先頭寄り管又は後尾寄りの管を推進工法により地中に埋設した後、上記可撓性小口径推進管から上記剛性管30を取り外すことを特徴とする可撓性小口径推進管の推進工法。   After using the flexible small-diameter propulsion pipe according to any one of claims 1 to 5 as a pipe near the head or a pipe near the tail, and burying the pipe near the head or the tail near the tail by a propulsion method A propulsion method for a flexible small-diameter propelling pipe, wherein the rigid pipe 30 is removed from the flexible small-diameter propelling pipe.
JP2004054899A 2004-02-27 2004-02-27 Flexible small-diameter propulsion pipe and its propulsion method Expired - Fee Related JP4162613B2 (en)

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* Cited by examiner, † Cited by third party
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JP2009209639A (en) * 2008-03-06 2009-09-17 Seibu Polymer Corp Antiseismic reinforcing joint structure of joint part of concrete structure and its construction method
CN113685187A (en) * 2021-08-16 2021-11-23 北京市市政一建设工程有限责任公司 Small-clear-distance multi-hole underground excavation tunnel construction process
CN113685187B (en) * 2021-08-16 2023-12-01 北京市市政一建设工程有限责任公司 Construction process of small-clear-distance multi-hole undercut tunnel

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