JPH05214892A - Curve driving method of small bore pipe - Google Patents
Curve driving method of small bore pipeInfo
- Publication number
- JPH05214892A JPH05214892A JP36093691A JP36093691A JPH05214892A JP H05214892 A JPH05214892 A JP H05214892A JP 36093691 A JP36093691 A JP 36093691A JP 36093691 A JP36093691 A JP 36093691A JP H05214892 A JPH05214892 A JP H05214892A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- temporary
- buried
- casing
- propulsion
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
(57)【要約】 (修正有)
【目的】軸方向の耐荷力の低い小口径管を曲線推進埋設
する工法において、2工程方式による埋設手段とし、埋
設管内には設置容易な手段で、確実に曲線埋設を可能と
する工法を提供する。
【構成】発進立坑A内より先導体1を目標とする所定の
方向に偏向させながら、後続する仮管2の後端を押圧し
て順次仮管を推進埋設し、仮管を到達立坑B内まで貫通
させた後、発進立坑内の仮管最後端部に埋設管を接続す
るとともに、該埋設管内に、摩擦結合体6を装備したケ
ーシング3を仮管端部に連結し、ケーシングの推進また
は牽引により仮管および埋設管を前進させて、埋設管に
置換させる。
(57) [Summary] (Correction) [Purpose] In a method of burying a small-diameter pipe with a low axial load bearing capacity by curved propulsion, the burying method is a two-step method, and it is easy to install inside the burying tube. Providing a construction method that enables burial into a curve. [Structure] While deflecting the front conductor 1 from within the starting shaft A in a predetermined target direction, the rear end of the following temporary pipe 2 is pressed to sequentially push and embed the temporary pipe, and the temporary pipe is reached within the reaching shaft B. After passing through, the buried pipe is connected to the last end of the temporary pipe in the starting shaft, and the casing 3 equipped with the friction coupling body 6 is connected to the end of the temporary pipe in the buried pipe to propel the casing or The temporary pipe and the buried pipe are advanced by traction and replaced with the buried pipe.
Description
【0001】[0001]
【産業上の利用分野】本発明は、小口径管の曲線推進工
法に関し、詳しくは下水管、電線管等を施工する際に地
盤を掘削することなく、直接埋設孔を形成しながら埋設
管を埋設し施工していく推進工法で、特に小口径管の曲
線埋設を施工する方法、すなわち曲線推進工法に関する
ものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a curved-propulsion method for small-diameter pipes, and more particularly, to a buried pipe while directly forming a buried hole without excavating the ground when constructing a sewer pipe, a conduit pipe, or the like. The present invention relates to a propulsion method for burying and constructing, and particularly to a method for constructing a curved burial of a small diameter pipe, that is, a curve propulsion method.
【0002】[0002]
【従来技術】従来、推進工法により曲線部を形成するに
は、掘削手段を備えた先導体の外縁部に複数の方向修正
ジャッキを備えて、この方向修正ジャッキを伸縮させる
ことによって先導体を目標とする所定の方向に偏向させ
る。この状態で後方の埋設管列後端に元押ジャッキ等で
推進力を付与することにより、先導体は前記目標の方向
へと推進され、埋設管もこの先導体の埋設孔に沿って推
進されていく。2. Description of the Related Art Conventionally, in order to form a curved portion by a propulsion method, a plurality of direction correcting jacks are provided on an outer edge portion of a leading conductor having excavating means, and the leading conductor is targeted by expanding and contracting the direction correcting jacks. To a predetermined direction. In this state, by applying a propulsive force to the rear end of the buried pipe row at the rear with a pushing jack or the like, the front conductor is propelled in the target direction, and the buried pipe is also propelled along the buried hole of this front conductor. Go
【0003】通常、埋設管として直線円筒状のものが使
用され、曲線部分においては埋設管同士の端面の内外面
でV字型の開口ができることになる。このV字型の開口
は、推進完了後に内側よりモルタル等により塞がれて処
理される。しかし、前記V字型の開口処理は、人が入れ
る大口径管や中口径管の埋設管では施工可能であるが、
人が埋設管内に入れない小口径管では、V字型の開口処
理ができなくなる。Normally, a straight cylindrical pipe is used as the buried pipe, and a V-shaped opening is formed on the inner and outer surfaces of the end faces of the buried pipes in the curved portion. After the completion of the propulsion, the V-shaped opening is closed by mortar or the like from the inside and processed. However, the V-shaped opening treatment can be performed on a large-diameter pipe or a buried pipe of a medium-diameter pipe,
A V-shaped opening process cannot be performed on a small-diameter pipe that a person cannot enter into the buried pipe.
【0004】このため、前記問題を解決するための曲線
推進方法として、第5図に示すように先導体の後方に軸
方向の途中に屈曲自在な偏向手段を介して前方部と後方
部とが一体連結された推進支持体を順次連結していくと
ともに、推進支持体の外周に軸方向の途中で屈曲可能な
可撓部を介して前方部と後方部が一体接合された埋設管
を接続し、推進支持体の前方部および後方部にそれぞれ
設けた保持機構で、埋設管の前方部と後方部を推進支持
体の前方部および後方部にそれぞれ保持固定して、前記
偏向手段で各推進支持体の前方部と後方部を所定の方向
に偏向させるとともに、推進支持体より埋設管に推進力
を伝達して、埋設管を曲線状に推進させる方法が開発さ
れている。Therefore, as a curve propulsion method for solving the above-mentioned problem, as shown in FIG. 5, the front portion and the rear portion are formed behind the front conductor via a bendable deflecting means midway in the axial direction. While sequentially connecting the integrally connected propulsion supports, an embedded pipe, in which the front part and the rear part are integrally joined, is connected to the outer periphery of the propulsion support through a flexible part that can be bent midway in the axial direction. A holding mechanism provided at each of a front portion and a rear portion of the propulsion support body to hold and fix the front portion and the rear portion of the buried pipe to the front portion and the rear portion of the propulsion support body, and the propulsion support by the deflection means. A method has been developed in which the front portion and the rear portion of the body are deflected in a predetermined direction, and a propulsive force is transmitted from the propulsion support to the embedded pipe to propel the embedded pipe in a curved shape.
【0005】各埋設管の両端部の接続は、通常の埋設管
と同様に埋設管同士を嵌合連結するための嵌合部材や嵌
合用のカラー等が用いられる。埋設管は、前記した推進
支持体に保持固定されているので、推進支持体同士の連
結個所と同様に、埋設管同士もその端部で直線的に連結
される。埋設管同士の連結部分を接着や融着その他の接
合手段で連結固定しておけば、より水密性が得られる。For connecting both ends of each buried pipe, a fitting member for fitting and connecting the buried pipes, a collar for fitting, and the like are used as in the case of a normal buried pipe. Since the embedded pipe is held and fixed to the above-mentioned propulsion support, the embedded pipes are also linearly connected at their ends, similarly to where the propulsion supports are connected. Watertightness can be further obtained by connecting and fixing the connecting portions of the buried pipes by bonding, fusing or other joining means.
【0006】[0006]
【発明が解決しようとする課題】上記した従来技術で
は、推進支持体の偏向手段でその前方部と後方部のなす
角度を偏向できるようになっているとともに、埋設管も
前方部と後方部が可撓部を介して屈曲可能になってお
り、推進支持体の屈曲角度に合せて埋設管も屈曲し任意
の曲線に沿って1工程で推進できる。しかし、上記方法
においては、1工程の推進で曲線造成、保持、計測、排
土等の多くの手段の組み込みが必要であり、施工管理や
品質管理が複雑となる。また、推進延長が長くなると、
各埋設管毎の推進支持体に設置する偏向手段が多く必要
となるとともに、各偏向手段を連動させて曲線を形成さ
せるシステム等も製作しなくてはならず、製作費用が増
大する。そして小口径管の中でもφ200〜φ300m
mの小さい埋設管では、埋設管内に偏向手段やケーシン
グ等を挿入するため、非常にコンパクトで複雑な機構と
なり、製作に困難を来たしているのが現状である。In the above-mentioned prior art, the deflection means of the propulsion support is capable of deflecting the angle formed by the front part and the rear part of the propulsion support, and the buried pipe also has a front part and a rear part. It is bendable via the flexible portion, and the embedded pipe is also bent in accordance with the bending angle of the propulsion support body and can be propelled in one step along an arbitrary curve. However, in the above method, it is necessary to incorporate many means such as curve formation, holding, measurement, and soil removal in one step of promotion, which complicates construction management and quality control. Also, if the propulsion extension becomes longer,
A large amount of deflecting means is required to be installed on the propulsion support for each buried pipe, and a system or the like for forming a curve by interlocking the deflecting means must be manufactured, which increases the manufacturing cost. And among small-diameter pipes, φ200-φ300m
In a buried pipe having a small m, the deflection means, the casing, and the like are inserted into the buried pipe, so that the structure is very compact and complicated, and it is currently difficult to manufacture.
【0007】そこで、本発明の課題は、前記のような小
口径管の曲線推進工法における問題点を解決し、簡便な
装置で容易に小口径管の曲線推進を確実に施工する方法
を提供することにある。Therefore, an object of the present invention is to provide a method for solving the above-mentioned problems in the curve propulsion method for small-diameter pipes and for reliably performing curved propulsion of small-diameter pipes with a simple device. Especially.
【0008】[0008]
【発明の構成】すなわち本発明は、発進立坑内より先導
体を目標とする所定の方向に偏向させ、先導体の後方に
接続した仮管の後端を押圧して順次仮管を推進埋設し、
仮管を到達立坑内まで貫通させた後、発進立坑内の仮管
最後端部に埋設管を接続するとともに、該埋設管内に摩
擦結合体を装備したケーシングを仮管端部に連結し、ケ
ーシングの推進または牽引により仮管および埋設管を前
進させて埋設管に置換する小口径管の曲線推進工法を提
供する。That is, according to the present invention, the front conductor is deflected in the target vertical direction from the inside of the starting shaft, and the rear end of the temporary pipe connected to the rear of the front conductor is pressed to sequentially push and embed the temporary pipe. ,
After penetrating the temporary pipe to the inside of the reaching shaft, the buried pipe is connected to the last end of the temporary pipe in the starting shaft, and the casing equipped with the friction coupling body is connected to the end of the temporary pipe in the buried pipe. PROBLEM TO BE SOLVED: To provide a curved propulsion method for a small-diameter pipe in which a temporary pipe and a buried pipe are moved forward and replaced with a buried pipe by propulsion or towing.
【0009】仮管としては、従来技術による曲線推進方
法が用いられるため、曲線による片利きにも耐えるよう
に比較的強度のある鋼材等が用いられる。各仮管の継手
部は曲線部においてV字型に開口するため、推進時に土
砂等が侵入しないように継手部にカラー等を嵌合させる
ことが望ましい。As the temporary pipe, since the conventional curve propulsion method is used, a steel material or the like having a relatively high strength is used so as to withstand the handedness due to the curve. Since the joint portion of each temporary pipe opens in a V-shape at the curved portion, it is desirable to fit a collar or the like on the joint portion so that soil or the like does not enter during propulsion.
【0010】先導体が正しい曲線で推進埋設されている
かの判断は、連続的に方位角を検出するジャイロコンパ
ス等の従来技術が用いられる。先導体の推進距離を測定
する方法としては、発進立坑内でリアルタイムに仮管の
圧入量を検出するレーザ照射方式やロータリーエンコー
ダ方式等により求められる。A conventional technique such as a gyrocompass for continuously detecting an azimuth angle is used to determine whether the leading conductor is propulsively embedded in a correct curve. As a method for measuring the propulsion distance of the leading conductor, a laser irradiation method, a rotary encoder method, or the like that detects the press-fitted amount of the temporary pipe in real time in the starting shaft is required.
【0011】ケーシングおよび摩擦結合体としては、す
でに推進埋設された仮管の後を追従するだけであり、ケ
ーシングの摩擦結合体から埋設管に推進力を分散させて
伝達するだけでよい。The casing and the frictional coupling body only follow behind the temporary pipe that has already been propulsion-embedded, and it is only necessary to disperse and transmit the propulsive force from the frictional coupling body of the casing to the buried pipe.
【0012】埋設管としては、軸方向の途中で屈曲可能
な可撓部を介して前方部と後方部が一体接合されたコン
クリート管や可撓性の合成樹脂であるポリエチレン管等
の水密性に優れた管材を用いることができる。As the buried pipe, watertightness such as a concrete pipe in which a front portion and a rear portion are integrally joined via a flexible portion which can be bent midway in the axial direction or a polyethylene pipe which is a flexible synthetic resin is used. Excellent tubing can be used.
【0013】[0013]
【作用】本発明の曲線推進工法により、埋設管の布設は
すでに埋設された仮管を前進させながら仮管の軌跡を追
従させていくだけであり、埋設管内には排土手段や偏向
手段を必要とせず、ケーシングと摩擦結合体だけの簡単
な装置となり、小口径の埋設管内にも容易に設置が可能
となった。With the curved propulsion method of the present invention, the laying of the buried pipe only follows the trajectory of the temporary pipe while advancing the already buried temporary pipe, and there is no need for earth discharging means or deflecting means in the buried pipe. Instead, it became a simple device with only a casing and a friction joint, and could be easily installed even in a small-diameter buried pipe.
【0014】[0014]
【実施例】以下、本発明の実施例について図面を参照に
しながら具体的に説明する。第1図は、本発明の実施例
を示す説明図であり、1工程目の曲線推進埋設の完成状
態を示している。1工程目の推進は、初進立坑A内に先
導体1を設置し、先導体1の先端に装備した掘削手段で
掘削しながら元押ジャッキ9にて押圧して先導体1を推
進埋設する。先導体1の推進が完了すると、先導体1の
後方に仮管2が接続され、仮管2の後端を元押ジャッキ
9で押圧して先導体1と仮管2が推進されていく。先導
体1は、曲線始点に到達すると先導体1内に装備した複
数の方向修正ジャッキ(図示省略)により所定の方向へ
偏向させて計画曲線を維持する。このように順次仮管2
を接続して曲線推進が行われ、先導体1が到達立坑Bに
到達し、1工程目の推進が完成する。Embodiments of the present invention will be specifically described below with reference to the drawings. FIG. 1 is an explanatory view showing an embodiment of the present invention, showing a completed state of curve propulsion embedding in the first step. In the first step of propulsion, the front conductor 1 is installed in the starting shaft A, and the front conductor 1 is pushed and buried by being pushed by the original push jack 9 while excavating by the excavation means equipped at the tip of the front conductor 1. .. When the propulsion of the front conductor 1 is completed, the temporary pipe 2 is connected to the rear of the front conductor 1, and the rear end of the temporary pipe 2 is pressed by the source push jack 9 to propel the front conductor 1 and the temporary pipe 2. When the leading conductor 1 reaches the starting point of the curve, it is deflected in a predetermined direction by a plurality of direction correction jacks (not shown) provided in the leading conductor 1 to maintain the planned curve. In this way, the temporary tube 2
The curved conductors are connected to each other to perform the curving, the leading conductor 1 reaches the reaching shaft B, and the propulsion of the first step is completed.
【0015】仮管2の曲線推進埋設が完了すると、発進
立坑Aに軸方向の途中に屈曲可能な可撓部8を介して前
方部と後方部とが一体連結された埋設管3が接続され
る。そして埋設管3内にはケーシング5が仮管2の後端
面に連結されて、仮管2に推進力を伝達する。ケーシン
グ5には埋設管3に推進力を伝達する摩擦結合体6が装
備され、ケーシング5の前進とともに摩擦力により埋設
管3を前進させる。この場合ケーシング5を前進させる
方法は、発進立坑A側よりケーシング5を押圧してもよ
いし、仮管2内にケーシング5を連結して設置し、到達
立坑B側から牽引してもよい。When the curved pipe burial of the temporary pipe 2 is completed, the buried pipe 3 in which the front portion and the rear portion are integrally connected is connected to the starting shaft A through the flexible portion 8 which can be bent in the middle of the axial direction. It A casing 5 is connected to the rear end surface of the temporary pipe 2 in the buried pipe 3 to transmit the propulsive force to the temporary pipe 2. The casing 5 is equipped with a frictional coupling body 6 that transmits a propulsive force to the embedded pipe 3, and the embedded pipe 3 is advanced by the frictional force as the casing 5 advances. In this case, as a method of advancing the casing 5, the casing 5 may be pressed from the starting shaft A side, or the casing 5 may be connected and installed in the temporary pipe 2 and pulled from the reaching shaft B side.
【0016】第2図は、埋設管3内に設置したケーシン
グ5を、押圧または牽引しながら埋設管3を前進させ、
仮管2を到達立坑B側から撤去していく状況を示す説明
図である。発進立坑A側の埋設管3の推進が完了する
と、次の埋設管3とケーシング5が前記埋設管およびケ
ーシング5に接続.連結され、ケーシング5を押圧また
は牽引して順次埋設管3を前進させ、仮管2を撤去して
いく。FIG. 2 shows that the casing 5 installed in the buried pipe 3 is pushed or pulled to advance the buried pipe 3,
It is explanatory drawing which shows the condition which removes the temporary pipe 2 from the reaching shaft B side. When the propulsion of the buried pipe 3 on the starting shaft A side is completed, the next buried pipe 3 and the casing 5 are connected to the buried pipe and the casing 5. They are connected and the casing 5 is pressed or pulled to sequentially advance the buried pipe 3 and remove the temporary pipe 2.
【0017】次に第3図に示すように、牽引方式による
2工程推進時の仮管2と埋設管3の取り付け状況につい
て説明すると、仮管2内には到達立坑B側よりケーシン
グ5を挿入して発進立坑A内まで連結する。最後列の仮
管2の端部は、ケーシング5の推進力が伝達できるよう
にケーシング5と伝達金具10により固定されている。
仮管2に後続する埋設管3部分のケーシング5には、ケ
ーシング5の推進力を埋設管3に伝達する摩擦結合体6
が装備されている。埋設管3の可撓部8のケーシング5
部分は、埋設管3とともに偏向が可能なようにヒンジ機
構に構成されている。摩擦結合体6の設置数は、本実施
例においては埋設管3の前後に2ヶ所設置しているが、
埋設管径や土質条件等により減少させることができる。
また、各埋設管3の継手部は、摩擦結合体6により保持
固定されているので継手部で移動することはない。Next, as shown in FIG. 3, the attachment state of the temporary pipe 2 and the buried pipe 3 during the two-step propulsion by the traction system will be described. The casing 5 is inserted into the temporary pipe 2 from the reaching shaft B side. Then, it connects to the inside of the starting shaft A. The end of the temporary tube 2 in the last row is fixed by the casing 5 and the transmission metal fitting 10 so that the propulsive force of the casing 5 can be transmitted.
In the casing 5 in the portion of the embedded pipe 3 following the temporary pipe 2, the friction coupling body 6 that transmits the propulsive force of the casing 5 to the embedded pipe 3 is provided.
Is equipped with. Casing 5 of flexible portion 8 of buried pipe 3
The part is configured with a hinge mechanism so that it can be deflected together with the buried pipe 3. In the present embodiment, the friction coupling bodies 6 are installed at two locations before and after the buried pipe 3,
It can be reduced depending on the diameter of the buried pipe and soil conditions.
Further, since the joint portion of each buried pipe 3 is held and fixed by the friction coupling body 6, the joint portion does not move.
【0018】第4図は、可撓性のある埋設管4を押圧方
式により推進埋設する状況について説明したものであ
り、最後列の仮管2の端部をケーシング5と伝達金具1
0により固定する。そしてケーシング5を被覆するよう
に埋設管4を仮管2の後端に接続した後、ケーシング5
に装備した摩擦結合体6を稼働させて膨張させ埋設管4
内壁に密着させる。つぎにケーシング5の後端を元押ジ
ャッキ9で押圧することにより、推進力はケーシング5
より仮管2および摩擦結合体6を通じて埋設管4に伝達
され、仮管2および埋設管4が前進して埋設管4へと置
換されていく。この場合、埋設管4同志の接続は、従来
技術である接着や融着技術により接続される。FIG. 4 illustrates a situation in which the flexible embedded pipe 4 is propulsively embedded by the pressing method. The end of the temporary pipe 2 in the last row is connected to the casing 5 and the transmission fitting 1.
Fixed by 0. After connecting the buried pipe 4 to the rear end of the temporary pipe 2 so as to cover the casing 5, the casing 5
The friction coupling body 6 installed in the operating unit is operated to expand the buried pipe 4
Stick it to the inner wall. Then, by pushing the rear end of the casing 5 with the former push jack 9, the propulsive force is increased.
Further, the temporary pipe 2 and the friction coupling body 6 are transmitted to the embedded pipe 4, and the temporary pipe 2 and the embedded pipe 4 move forward and are replaced by the embedded pipe 4. In this case, the buried pipes 4 are connected to each other by the conventional bonding or fusion technique.
【0019】ケーシング5としては、推進力の伝達方式
や管径、推進延長、土質条件等により、PC鋼材や鋼性
の管材等を使用することができる。As the casing 5, a PC steel material or a steel pipe material can be used depending on the transmission system of the propulsive force, the pipe diameter, the propulsion extension, the soil condition and the like.
【0020】仮管2から埋設管への置換が完了すると、
ケーシング5に装備した摩擦結合体6が縮小し、発進立
坑A側か到達立坑B側よりケーシング5を順次引き抜い
て曲線推進埋設が完成する。When the replacement of the temporary pipe 2 with the buried pipe is completed,
The friction joint 6 mounted on the casing 5 is reduced, and the casing 5 is sequentially pulled out from the starting shaft A side or the reaching shaft B side to complete the curvilinear burial.
【0021】[0021]
【発明の効果】本発明の2工程曲線推進工法により、1
工程目は比較的強度のある仮菅により曲線推進を施工す
るため、従来のように推進力により埋設管体を破損した
りすることはない。また、2工程目は既に構築された曲
線菅列の軌跡を、仮管から埋設管へと置換していくだけ
の施工で、埋設管内に装備される機構もケーシングと数
個所に設置される摩擦結合体だけの比較的簡単な装置と
なり、小口径管の曲線推進でも容易に施工が可能となっ
た。According to the two-step curve propulsion method of the present invention,
In the process step, since the curved propulsion is carried out by the temporary tube having a relatively high strength, the buried pipe is not damaged by the propulsive force unlike the conventional case. In the second step, the structure of the curved pipe row that has already been constructed is simply replaced by replacing the temporary pipe with the buried pipe. The mechanism installed in the buried pipe is also friction-coupled with the casing in several places. It became a relatively simple device only for the body, and could be easily constructed by curving a small-diameter pipe.
【第1図】本発明の1工程目の曲線推進埋設の完成伏況
を説明する平面図である。FIG. 1 is a plan view for explaining the completion state of curve propulsion burying in the first step of the present invention.
【第2図】本発明の2工程目の曲線推進埋設を説明する
平面図である。FIG. 2 is a plan view illustrating curve-promoting embedding in the second step of the present invention.
【第3図】牽引方式による2工程推進時の仮管と埋設管
の取り付け状況を説明する平面図である。FIG. 3 is a plan view illustrating how the temporary pipe and the buried pipe are attached when the two-step propulsion is performed by the pulling method.
【第4図】押圧方式による2工程推進時の仮管と埋設管
の取り付け状況を説明する平面図である。FIG. 4 is a plan view illustrating how the temporary pipe and the buried pipe are attached when two-step propulsion is performed by the pressing method.
【第5図】従来技術による曲線推進方法を説明する平面
図である。FIG. 5 is a plan view illustrating a conventional curve propulsion method.
1 先導体 2 仮管 3 中間に屈曲可能な可撓部を有する埋設管 4 可撓性のある埋設管 5 ケーシング 6 摩擦結合体 8 可撓部 9 元押ジャッキ 10 伝達金具 A 発進立坑 B 到達立坑 DESCRIPTION OF SYMBOLS 1 Leader conductor 2 Temporary pipe 3 Buried pipe having a bendable flexible portion in the middle 4 Flexible buried pipe 5 Casing 6 Friction coupling body 8 Flexible portion 9 Original push jack 10 Transmission metal fitting A Starting shaft B Arrival shaft
Claims (1)
て、発進立坑内より先導体を目標とする所定の方向に偏
向させ、先導体の後方に接続した仮管の後端を押圧して
順次仮管を推進埋設し、仮管を到達立坑内まで貫通させ
た後、発進立坑内の仮管最後端部に埋設管を接続すると
ともに、該埋設管内に摩擦結合体を装備したケーシング
を仮管端部に連結し、ケーシングの推進または牽引によ
り仮管および埋設管を前進させて埋設管に置換すること
を特徴とする小口径管の曲線推進工法。1. In a method of propulsively embedding a small-diameter pipe in a curved line, the front conductor is deflected from the inside of a starting shaft in a target predetermined direction, and the rear end of a temporary pipe connected to the rear of the front conductor is pressed. After sequentially burying the temporary pipe in a propulsion manner and penetrating the temporary pipe to the inside of the reaching shaft, the temporary pipe is connected to the last end of the temporary pipe in the starting shaft, and the casing equipped with the friction coupling is temporarily mounted inside the buried pipe. A curved propulsion method for a small-diameter pipe, which is connected to a pipe end and advances a temporary pipe and a buried pipe by propelling or pulling a casing to replace the buried pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP36093691A JPH05214892A (en) | 1991-12-13 | 1991-12-13 | Curve driving method of small bore pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP36093691A JPH05214892A (en) | 1991-12-13 | 1991-12-13 | Curve driving method of small bore pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH05214892A true JPH05214892A (en) | 1993-08-24 |
Family
ID=18471531
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP36093691A Pending JPH05214892A (en) | 1991-12-13 | 1991-12-13 | Curve driving method of small bore pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH05214892A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001311386A (en) * | 2000-02-22 | 2001-11-09 | Okumura Engineering Corp | Excavating device and jacking method |
| WO2012020447A1 (en) * | 2010-08-09 | 2012-02-16 | 川崎重工業株式会社 | Device for laying synthetic resin pipe underground along a curve |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5950000A (en) * | 1982-09-14 | 1984-03-22 | 本平 進 | Diesinking machine for woodworking |
| JPH03267496A (en) * | 1990-03-15 | 1991-11-28 | Kido Kensetsu Kogyo Kk | Curved propulsion method and propulsion support |
-
1991
- 1991-12-13 JP JP36093691A patent/JPH05214892A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5950000A (en) * | 1982-09-14 | 1984-03-22 | 本平 進 | Diesinking machine for woodworking |
| JPH03267496A (en) * | 1990-03-15 | 1991-11-28 | Kido Kensetsu Kogyo Kk | Curved propulsion method and propulsion support |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001311386A (en) * | 2000-02-22 | 2001-11-09 | Okumura Engineering Corp | Excavating device and jacking method |
| WO2012020447A1 (en) * | 2010-08-09 | 2012-02-16 | 川崎重工業株式会社 | Device for laying synthetic resin pipe underground along a curve |
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