JP2014152854A - Pipeline laying method and jig for rotation - Google Patents

Pipeline laying method and jig for rotation Download PDF

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JP2014152854A
JP2014152854A JP2013022773A JP2013022773A JP2014152854A JP 2014152854 A JP2014152854 A JP 2014152854A JP 2013022773 A JP2013022773 A JP 2013022773A JP 2013022773 A JP2013022773 A JP 2013022773A JP 2014152854 A JP2014152854 A JP 2014152854A
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pipe
bent
jig
carry
bent pipe
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JP6071607B2 (en
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Ryutaro Hayakawa
竜太郎 早川
Masahiro Matsumoto
真浩 松本
Satoshi Kamiya
敏 神谷
Kazufumi Tajima
和史 田島
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KUBOTA KOKEN KK
Kubota Koken KK
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Kubota Koken KK
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Abstract

PROBLEM TO BE SOLVED: To provide a pipeline laying method capable of preventing a bent pipe and a sheath pipe from damaging in a case of carrying the bent pipe by a truck, and capable of downsizing the aperture of the sheath pipe.SOLUTION: In a pipeline laying method that lays a body pipeline in a sheath pipe 1 by carrying a plurality of carrying-in pipes 11 in the sheath pipe 1 and connecting the carrying-in pipes 11 with each other, when the carrying-in pipe 11 is a bent pipe 11b, the bent pipe 11b is loaded on a truck 18 in a carrying attitude of placing an outer peripheral side 16 of a bent part downward, and is carried. The bent pipe 11b is connected to a laid carrying-in pipe already laid in the sheath pipe while being rotated in a predetermined direction from the carrying attitude.

Description

本発明は、鞘管内に本管路を敷設する管路敷設方法、および、管路敷設方法において曲り管を回転させるために用いられる回転用治具に関する。   The present invention relates to a pipe laying method for laying a main pipe in a sheath pipe, and a rotation jig used for rotating a bent pipe in the pipe laying method.

従来、この種の管路敷設方法としては、小型のシールドマシンを用いて地中にトンネルを掘削しながら、トンネル内で、複数のセグメントを接続して鞘管を敷設し、鞘管内に、複数の持込管を搬入して台車で運搬し、これら持込管同士を接続して、水道管等の本管路を鞘管内に敷設する非開削工法が知られている。   Conventionally, as this type of pipe laying method, while excavating a tunnel in the ground using a small shield machine, a plurality of segments are connected in the tunnel, and a sheath pipe is laid. There is known a non-cutting method in which a carry-in pipe is carried and transported by a carriage, these carry-in pipes are connected to each other, and a main pipe line such as a water pipe is laid in a sheath pipe.

図33,図34に示すように、鞘管101に直線経路部102と湾曲経路部103とが存在する場合、直線経路部102においては、持込管104に直管104aを使用すればよいが、湾曲経路部103においては、持込管104に曲り管104bを使用する必要がある。この場合、曲り管104bは、台車105に載せられて、鞘管101内を運搬され、既に鞘管101内に敷設された敷設済の持込管104に接続される。   As shown in FIGS. 33 and 34, when the straight path portion 102 and the curved path portion 103 exist in the sheath pipe 101, the straight pipe 104a may be used as the carry-in pipe 104 in the straight path portion 102. In the curved path portion 103, it is necessary to use the bent tube 104b as the carry-in tube 104. In this case, the bent pipe 104 b is placed on the carriage 105, transported through the sheath pipe 101, and connected to the already brought-in carry pipe 104 that has already been laid in the sheath pipe 101.

また、上記のように曲り管104bを鞘管101内の敷設済の持込管104に接続する際、図34に示すように、曲り管104bを管軸心周りに回転させて所定の向きにした状態で、曲り管104bを敷設済の持込管104に接続する場合がある。   Further, when connecting the bent pipe 104b to the laying-in carry-in pipe 104 in the sheath pipe 101 as described above, as shown in FIG. 34, the bent pipe 104b is rotated around the axis of the pipe in a predetermined direction. In such a state, the bent pipe 104b may be connected to the laid-in carry-in pipe 104.

この際、2台の巻取機107,108(例えばレバーブロック(登録商標)等)の一方のフック107a,108aをセグメント109の主桁110に形成されたボルト穴(図示省略)に引っ掛けて、両巻取機107,108を鞘管101の天井部から鞘管101と曲り管104bとの間に吊り下げる。そして、ワイヤー112を、下方から曲り管104bに巻付け、両巻取機107,108のチェーン107b,108bの先端の他方のフック107c,108c間に接続する。   At this time, hooks 107a, 108a of two winders 107, 108 (for example, lever block (registered trademark), etc.) are hooked into bolt holes (not shown) formed in the main beam 110 of the segment 109, Both winders 107 and 108 are suspended from the ceiling of the sheath tube 101 between the sheath tube 101 and the bent tube 104b. Then, the wire 112 is wound around the bent pipe 104b from below and connected between the other hooks 107c and 108c at the ends of the chains 107b and 108b of the winders 107 and 108.

そして、両巻取機107,108を操作して、一方の巻取機107のチェーン107bを少しずつ巻き取るとともに、他方の巻取機108のチェーン108bを少しずつ送り出すことにより、曲り管104bを一方向Dへ少しずつ回転させることができる。   Then, by operating both winders 107, 108, the chain 107b of one winder 107 is wound little by little and the chain 108b of the other winder 108 is fed little by little. It can be rotated little by little in one direction D.

尚、上記のような非開削工法については例えば下記特許文献1に記載されている。   The non-cutting method as described above is described in, for example, Patent Document 1 below.

特許第3725962号Japanese Patent No. 3725962

しかしながら上記の従来形式では、図33に示すように、曲り管104bを台車105で運搬する際、曲り管104bの両端部を台車105の前後方向(走行方向)に向け、曲り管104bの曲りの内周側114を台車105の左右一側部に向け、曲り管104bの曲りの外周側115を台車105の左右他側部に向けた横倒姿勢で、曲り管104bを台車105に載せている。従って、台車105に載せられた曲り管104bの左右方向における幅寸法Wが曲り管104bの外径寸法よりも増大し、台車105が鞘管101の湾曲経路部103を通過する際、曲り管104bの端部が鞘管101の内周面に当接して、曲り管104bや鞘管101が傷付くといった問題がある。   However, in the above conventional type, as shown in FIG. 33, when the bent pipe 104b is transported by the carriage 105, both ends of the bent pipe 104b are directed in the front-rear direction (traveling direction) of the carriage 105, and the bent pipe 104b is bent. The bent tube 104b is mounted on the cart 105 in a sideways posture with the inner peripheral side 114 facing the left and right sides of the carriage 105 and the bent outer periphery 115 of the bent tube 104b facing the other left and right sides of the cart 105. . Therefore, the width dimension W in the left-right direction of the bent pipe 104b placed on the carriage 105 is larger than the outer diameter dimension of the bent pipe 104b, and when the carriage 105 passes through the curved path portion 103 of the sheath pipe 101, the bent pipe 104b. There is a problem in that the bent tube 104b and the sheath tube 101 are damaged by the end portions of the tube tube contacting the inner peripheral surface of the sheath tube 101.

また、非開削工法では、鞘管101の口径をできるだけ小さくした方が、シールドマシンによる掘削作業による掘削土量が減少し、埋め立て等に利用するために他所へ運搬する労力やコスト等の負担が減少し、環境にやさしいといったメリットがあるが、その反面、鞘管101の口径を小さくすると、上記のように曲り管104bを回転させる場合、図34に示すように、鞘管101の内周面と曲り管104bの外周面との間に、両巻取機107,108を吊り下げるための十分な広さの吊下げスペース116を確保することが難しくなる。このため、鞘管101の口径を小型化することが困難であるといった問題がある。   Further, in the non-open cutting method, when the diameter of the sheath tube 101 is made as small as possible, the amount of excavated soil due to excavation work by the shield machine is reduced, and the burden of labor and cost for transporting to other places for use in landfill etc. is reduced. However, when the diameter of the sheath tube 101 is reduced, when the bent tube 104b is rotated as described above, as shown in FIG. 34, the inner peripheral surface of the sheath tube 101 is reduced. It is difficult to secure a sufficiently large suspension space 116 for suspending both winders 107 and 108 between the outer periphery of the bent pipe 104b. For this reason, there is a problem that it is difficult to reduce the diameter of the sheath tube 101.

本発明は、曲り管を台車で運搬している際、曲り管や鞘管が傷付くのを防止することができ、また、鞘管の口径を小型化することが可能な管路敷設方法および回転用治具を提供することを目的とする。   The present invention is a pipe laying method capable of preventing the bent pipe and the sheath pipe from being damaged when the bent pipe is transported by the carriage, and capable of reducing the diameter of the sheath pipe and It aims at providing the jig for rotation.

上記目的を達成するために、本第1発明は、湾曲経路部を有する鞘管内に、複数の持込管を搬入して台車で運搬し、これら持込管同士を接続して、湾曲経路部を有する本管路を鞘管内に敷設する管路敷設方法であって、
持込管が曲り管である場合、曲りの外周側を下向きにした運搬姿勢で曲り管を台車上に載せて運搬し、
既に鞘管内に敷設された敷設済の持込管に、曲り管を、運搬姿勢から所定の向きにまで回転して接続するものである。
In order to achieve the above object, according to the first aspect of the present invention, a plurality of carry-in pipes are carried into a sheath pipe having a curved path portion and transported by a carriage, and these carry-in pipes are connected to each other, thereby bending the curved path portion. A pipe laying method for laying a main pipe line having a sheath pipe inside a sheath pipe,
When the carry-in pipe is a bent pipe, carry the bent pipe on the carriage with the carrying posture with the outer circumference side of the bend facing downward,
A bent pipe is rotated from a carrying posture to a predetermined direction and connected to an already brought-in pipe already laid in the sheath pipe.

これによると、曲りの外周側を下向きにした運搬姿勢で曲り管を台車上に載せて運搬するため、台車に載せられた曲り管の左右方向における幅寸法が曲り管の外径寸法よりも増大することはない。従って、台車が鞘管の湾曲経路部を通過する際、曲り管の端部が鞘管の内周面に当接して曲り管や鞘管が傷付くのを防止することができる。   According to this, in order to carry the bent pipe on the carriage with the carrying posture with the outer periphery side of the bend facing downward, the width dimension in the left-right direction of the bent pipe placed on the carriage is larger than the outer diameter dimension of the bent pipe Never do. Therefore, when the carriage passes through the curved path portion of the sheath tube, it is possible to prevent the bent tube and the sheath tube from being damaged by the end portion of the curved tube coming into contact with the inner peripheral surface of the sheath tube.

本第2発明における管路敷設方法は、曲り管を回転させる行程と、敷設済の持込管の軸心に対する曲り管の軸心のずれを補正する行程とを繰り返した後、曲り管を敷設済の持込管に接続するものである。   The pipe laying method according to the second aspect of the present invention is to lay the bent pipe after repeating the process of rotating the bent pipe and the process of correcting the deviation of the axis of the bent pipe with respect to the axis of the already installed pipe. It is to be connected to a completed carry-in tube.

これによると、曲り管が、所定の向きで、敷設済の持込管に、ずれることなく接続される。
本第3発明における管路敷設方法は、敷設済の持込管の端部内に第一回転用治具を取付け、
敷設済の持込管の端部に接続される曲り管の一端部内に、第二回転用治具を取付けて第一回転用治具に対向させ、
伸縮自在な連結部材を第一回転用治具と第二回転用治具との間に着脱自在に接続し、
連結部材を伸縮させる一端部伸縮行程と、連結部材と第一回転用治具との接続位置および連結部材と第二回転用治具との接続位置を変更する一端部付替え行程とを交互に行うことで、曲り管を運搬姿勢から所定の向きに回転させて敷設済の持込管に接続するものである。
According to this, the bent pipe is connected in a predetermined direction to the laid-in carry-in pipe without deviation.
The pipe laying method according to the third aspect of the present invention is such that the first rotating jig is attached in the end portion of the laid carry-in pipe,
In the one end part of the bent pipe connected to the end part of the laying-in carry-in pipe, the second rotation jig is attached to face the first rotation jig,
A telescopic connecting member is detachably connected between the first rotating jig and the second rotating jig,
One end part expansion / contraction process for extending / contracting the connecting member, and one end replacement process for changing the connecting position between the connecting member and the first rotating jig and the connecting position between the connecting member and the second rotating jig are alternately performed. By doing so, the bent pipe is rotated in a predetermined direction from the transporting posture and connected to the laid-in carry-in pipe.

これによると、一端部伸縮行程と一端部付替え行程とを交互に行うことにより、曲り管を一方向へ回転させ、さらに、敷設済の持込管に対する曲り管の位置ずれを補正することができる。   According to this, it is possible to rotate the bent pipe in one direction by alternately performing the one-end expansion / contraction process and the one-end replacement process, and further correct the positional deviation of the bent pipe with respect to the installed carry-in pipe. it can.

また、第一および第二回転用治具は敷設済の持込管の端部内および曲り管の一端部内に取付けられるため、鞘管の内周面と曲り管の外周面との間のスペースを縮小することができ、鞘管の口径を小型化することが可能である。   In addition, since the first and second rotating jigs are attached in the end of the already installed pipe and in the one end of the bent pipe, the space between the inner peripheral surface of the sheath pipe and the outer peripheral surface of the bent pipe is provided. The diameter of the sheath tube can be reduced.

本第4発明における管路敷設方法は、曲り管の回転中心が二本の連結部材間に位置するように、これら両連結部材を並列にした状態で第一回転用治具と第二回転用治具との間に接続し、
一端部伸縮行程において、いずれか片方の連結部材を短縮させ、もう片方の連結部材を伸長させて、曲り管を回転させるものである。
The pipe laying method according to the fourth aspect of the present invention is the first rotation jig and the second rotation with the two connecting members arranged in parallel so that the rotation center of the bent pipe is positioned between the two connecting members. Connect between the jig and
In the one-end extension / contraction stroke, one of the connecting members is shortened, the other connecting member is extended, and the bent tube is rotated.

本第5発明における管路敷設方法は、二本の連結部材を、交差した状態で、第一回転用治具と第二回転用治具との間に接続し、
一端部伸縮行程において、いずれか片方の連結部材を短縮させ、もう片方の連結部材を伸長させて、曲り管を回転させるものである。
In the pipe line laying method according to the fifth aspect of the present invention, the two connecting members are connected between the first rotating jig and the second rotating jig in a crossed state.
In the one-end extension / contraction stroke, one of the connecting members is shortened, the other connecting member is extended, and the bent tube is rotated.

本第6発明における管路敷設方法は、曲り管の他端部内に第三回転用治具を取付け、
伸縮自在な連結部材を第三回転用治具と鞘管の内側との間に着脱自在に接続し、
連結部材を伸縮させる他端部伸縮行程と、連結部材と第三回転用治具との接続位置および連結部材と鞘管の内側との接続位置を変更する他端部付替え行程とを、一端部伸縮および付替え行程と同期して、交互に行うことで、曲り管を運搬姿勢から所定の向きに回転させるものである。
In the pipe laying method according to the sixth invention, a third rotating jig is attached in the other end of the bent pipe,
An extendable connecting member is detachably connected between the third rotation jig and the inside of the sheath tube,
The other end portion extending / contracting process for expanding / contracting the connecting member, and the other end replacement process for changing the connecting position between the connecting member and the third rotating jig and the connecting position between the connecting member and the inside of the sheath tube, By alternately performing in synchronism with the part expansion / contraction and the replacement process, the bent pipe is rotated from the carrying posture to a predetermined direction.

これによると、一端部伸縮行程と一端部付替え行程とを交互に行うと共に、これらの行程に同期して、他端部伸縮行程と他端部付替え行程とを交互に行うことにより、曲り管の両端部において曲り管を回転するとともに、敷設済の持込管に対する曲り管の位置ずれを補正することができる。   According to this, the one end part expansion process and the one end part replacement process are alternately performed, and the other end part expansion process and the other end part replacement process are alternately performed in synchronization with these processes. The bent pipe can be rotated at both ends of the pipe, and the position deviation of the bent pipe with respect to the already installed carry-in pipe can be corrected.

本第7発明は、上記第1発明から第6発明のいずれか1項に記載の管路敷設方法に使用される回転用治具であり、
フレーム体が管の端部内に着脱自在に嵌め込まれ、
連結部材の端部を着脱自在に接続可能な接続部が管周方向におけるフレーム体の複数箇所に形成されているものである。
The seventh invention is a rotating jig used in the pipe laying method according to any one of the first to sixth inventions,
The frame body is detachably fitted into the end of the tube,
The connection part which can connect the edge part of a connection member so that attachment or detachment is possible is formed in the several places of the flame | frame body in a pipe circumferential direction.

これによると、連結部材の端部をフレーム体の接続部に接続し、連結部材を伸縮させることにより、伸縮行程を行うことができる。また、連結部材の端部をフレーム体の接続部から取り外して別の接続部に接続することにより、付替え行程を行うことができる。   According to this, the expansion / contraction stroke | compression process can be performed by connecting the edge part of a connection member to the connection part of a frame body, and extending / contracting a connection member. Moreover, the replacement | exchange process can be performed by removing the edge part of a connection member from the connection part of a frame body, and connecting to another connection part.

以上のように本発明によると、曲り管を台車で運搬している際、曲り管や鞘管が傷付くのを防止することができ、また、鞘管の口径を小型化することが可能である。   As described above, according to the present invention, it is possible to prevent the bent tube and the sheath tube from being damaged when the bent tube is transported by the carriage, and it is possible to reduce the diameter of the sheath tube. is there.

本発明の第一の実施の形態における管路敷設方法によって敷設された管路を側方から見た図である。It is the figure which looked at the pipe line laid by the pipe line laying method in 1st embodiment of this invention from the side. 同、管路の湾曲経路部を上方から見た概略図である。It is the schematic which looked at the curved path part of the pipe line from the top same as the above. 同、鞘管を構成するセグメントの斜視図である。It is a perspective view of the segment which comprises a sheath tube equally. 同、管路敷設方法において使用される台車の正面図であり、持込管を運搬している状態を示す。It is a front view of the trolley | bogie used in the pipe line laying method similarly, and shows the state which is carrying a carrying-in pipe. 同、管路敷設方法において使用される台車の側面図であり、曲り管(持込管)を運搬している状態を示す。It is a side view of the trolley | bogie used in the pipe line laying method similarly, and shows the state which is carrying the curved pipe (carry-in pipe). 同、管路敷設方法において使用される回転用治具の正面図であり、持込管の端部内に取付けられた状態を示す。FIG. 6 is a front view of a rotation jig used in the pipe laying method, showing a state where the jig is attached to an end portion of the carry-in pipe. 同、管路敷設方法において使用される回転用治具の側面図であり、持込管の端部内に取付けられた状態を示す。FIG. 4 is a side view of a rotation jig used in the pipe laying method, showing a state where the jig is attached to an end portion of the carry-in pipe. 同、管路敷設方法において、第一〜第三回転用治具と連結部材とを用いて、曲り管を回転させる方法を示す側面図である。FIG. 6 is a side view showing a method of rotating a bent pipe using first to third rotating jigs and a connecting member in the pipe laying method. 同、管路敷設方法において、第一〜第三回転用治具と連結部材とを用いて、曲り管を回転させる方法を示す概略斜視図である。FIG. 5 is a schematic perspective view showing a method of rotating a bent pipe using first to third rotating jigs and a connecting member in the pipe laying method. 同、管路敷設方法において、曲り管を台車に載せて運搬している際の平面図である。FIG. 5 is a plan view when the bent pipe is carried on a carriage in the pipe laying method. 同、管路敷設方法において、曲り管を回転させる行程を説明する概略図であって、図8におけるX−X矢視図である。FIG. 9 is a schematic diagram illustrating a process of rotating a bent pipe in the pipe laying method, and is a view taken along the line XX in FIG. 8. 同、管路敷設方法において、曲り管を回転させる行程を説明する概略図である。It is the schematic explaining the stroke | process which rotates a bending pipe in a pipe line laying method. 同、管路敷設方法において、曲り管のずれを補正する行程を説明する概略図である。FIG. 5 is a schematic diagram for explaining a process of correcting deviation of a bent pipe in the pipe laying method. 同、管路敷設方法において、曲り管のずれを補正した後の概略図である。FIG. 6 is a schematic view after correcting the deviation of the bent pipe in the pipe laying method. 同、管路敷設方法において、曲り管を回転させる行程を説明する概略図である。It is the schematic explaining the stroke | process which rotates a bending pipe in a pipe line laying method. 同、管路敷設方法において、曲り管のずれを補正する行程を説明する概略図である。FIG. 5 is a schematic diagram for explaining a process of correcting deviation of a bent pipe in the pipe laying method. 同、管路敷設方法において、曲り管のずれを補正した後の概略図である。FIG. 6 is a schematic view after correcting the deviation of the bent pipe in the pipe laying method. 同、管路敷設方法において、曲り管を回転させる行程を説明する概略図である。It is the schematic explaining the stroke | process which rotates a bending pipe in a pipe line laying method. 同、管路敷設方法において、曲り管のずれを補正する行程を説明する概略図である。FIG. 5 is a schematic diagram for explaining a process of correcting deviation of a bent pipe in the pipe laying method. 同、管路敷設方法において、曲り管のずれを補正した後の概略図であり、曲り管を接続姿勢まで回転した状態を示す。In the same way, in the pipe laying method, it is a schematic view after correcting the deviation of the bent pipe, and shows a state where the bent pipe is rotated to the connection posture. 同、管路敷設方法において、接続姿勢まで回転した曲り管を敷設済の持込管に接続する行程を示す平面図である。FIG. 6 is a plan view showing a process of connecting a bent pipe that has been rotated to a connection posture to a laid-in carry pipe in the pipe laying method. 本発明の第二の実施の形態における管路敷設方法において、曲り管を回転させる行程を説明する概略図である。It is the schematic explaining the process of rotating a curved pipe in the pipe-laying method in 2nd embodiment of this invention. 同、管路敷設方法において、曲り管を回転させる行程を説明する概略図である。It is the schematic explaining the stroke | process which rotates a bending pipe in a pipe line laying method. 同、管路敷設方法において、曲り管のずれを補正する行程を説明する概略図である。FIG. 5 is a schematic diagram for explaining a process of correcting deviation of a bent pipe in the pipe laying method. 同、管路敷設方法において、曲り管のずれを補正した後の概略図である。FIG. 6 is a schematic view after correcting the deviation of the bent pipe in the pipe laying method. 同、管路敷設方法において、曲り管を回転させる行程を説明する概略図である。It is the schematic explaining the stroke | process which rotates a bending pipe in a pipe line laying method. 同、管路敷設方法において、曲り管のずれを補正する行程を説明する概略図である。FIG. 5 is a schematic diagram for explaining a process of correcting deviation of a bent pipe in the pipe laying method. 同、管路敷設方法において、曲り管のずれを補正した後の概略図である。FIG. 6 is a schematic view after correcting the deviation of the bent pipe in the pipe laying method. 同、管路敷設方法において、曲り管を回転させる行程を説明する概略図である。It is the schematic explaining the stroke | process which rotates a bending pipe in a pipe line laying method. 同、管路敷設方法において、曲り管のずれを補正する行程を説明する概略図である。FIG. 5 is a schematic diagram for explaining a process of correcting deviation of a bent pipe in the pipe laying method. 同、管路敷設方法において、曲り管のずれを補正した後の概略図であり、曲り管を接続姿勢まで回転した状態を示す。In the same way, in the pipe laying method, it is a schematic view after correcting the deviation of the bent pipe, and shows a state where the bent pipe is rotated to the connection posture. 本発明の第一および第二の実施の形態における管路敷設方法において、曲り管に回転トルクを発生させるための条件を説明するための模式図である。It is a schematic diagram for demonstrating the conditions for generating rotational torque to a curved pipe in the pipe-laying method in 1st and 2nd embodiment of this invention. 従来の管路敷設方法において、曲り管を台車に載せて運搬している際の平面図である。In the conventional pipe-laying method, it is a top view at the time of carrying a curved pipe on a trolley | bogie. 同、管路敷設方法において、曲り管を回転させる方法を示す側面図である。It is a side view which shows the method to rotate a bending pipe in the same pipe laying method.

以下、本発明における実施の形態を、図面を参照して説明する。
(第一の実施の形態)
第一の実施の形態では、図1に示すように、鞘管1は、複数のセグメント2を接続して形成されており、地中に埋設されている。図3に示すように、各セグメント2は、円弧状に湾曲した外板部4と、一対の主桁5と、一対の継手板6と、複数の補強部材8とを有している。主桁5は、内フランジ形状を有し、鞘管1の管長方向Aにおける外板部4の両端部に、内側へ突出して設けられている。複数のセグメント2の主桁5同士をボルト,ナット等で連結することにより、図8に示すように、複数のセグメント2が管長方向Aにおいて接続される。尚、主桁5には、複数のボルト孔7が周方向において所定間隔おきに形成されている。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
(First embodiment)
In the first embodiment, as shown in FIG. 1, the sheath tube 1 is formed by connecting a plurality of segments 2, and is buried in the ground. As shown in FIG. 3, each segment 2 includes an outer plate portion 4 curved in an arc shape, a pair of main girders 5, a pair of joint plates 6, and a plurality of reinforcing members 8. The main girder 5 has an inner flange shape, and is provided at both end portions of the outer plate portion 4 in the tube length direction A of the sheath tube 1 so as to protrude inward. By connecting the main beams 5 of the plurality of segments 2 with bolts, nuts or the like, the plurality of segments 2 are connected in the pipe length direction A as shown in FIG. In the main beam 5, a plurality of bolt holes 7 are formed at predetermined intervals in the circumferential direction.

継手板6は、鞘管1の周方向Bにおける外板部4の両側端部に、内側へ突出して設けられている。複数のセグメント2の継手板6同士をボルト,ナット等で連結することにより、図4に示すように、複数のセグメント2が周方向Bにおいて接続される。   The joint plate 6 is provided so as to protrude inward at both end portions of the outer plate portion 4 in the circumferential direction B of the sheath tube 1. By connecting the joint plates 6 of the plurality of segments 2 with bolts, nuts or the like, the plurality of segments 2 are connected in the circumferential direction B as shown in FIG.

図1,図2に示すように、鞘管1内には水道管等の本管路9が敷設され、鞘管1と本管路9とは左右いずれかに湾曲した湾曲経路部10を有している。本管路9は複数の持込管11を接続して形成されている。持込管11には、直管11aと曲り管11bとの二種類があり、曲り管11bは湾曲経路部10に設置される。これら直管11aおよび曲り管11bはそれぞれ、一端部に受口14を有し、他端部に挿口15を有している。尚、曲り管11bは、所定の曲率半径で円弧形状に湾曲した管であり、曲りの外周側16と曲りの内周側17とを有している。   As shown in FIGS. 1 and 2, a main pipe 9 such as a water pipe is laid in the sheath pipe 1, and the sheath pipe 1 and the main pipe 9 have a curved path portion 10 that is curved left or right. doing. The main line 9 is formed by connecting a plurality of carry-in pipes 11. There are two types of carry-in pipes 11, a straight pipe 11 a and a bent pipe 11 b, and the bent pipe 11 b is installed in the curved path portion 10. Each of the straight pipe 11a and the bent pipe 11b has a receiving port 14 at one end and an insertion port 15 at the other end. The bent tube 11b is a tube curved in an arc shape with a predetermined radius of curvature, and has a bent outer peripheral side 16 and a bent inner peripheral side 17.

図4,図5に示すように、鞘管1内には、持込管11を運搬する台車18が設けられている。台車18は、複数の車輪20を備えた車体21と、持込管11を受ける受け部22と、受け部22で受けられた持込管11を持上げるジャッキ装置24とを有しており、鞘管1内に敷設されたレール23上を走行可能である。   As shown in FIG. 4 and FIG. 5, a carriage 18 that carries the carry-in tube 11 is provided in the sheath tube 1. The carriage 18 includes a vehicle body 21 having a plurality of wheels 20, a receiving part 22 that receives the carry-in pipe 11, and a jack device 24 that lifts the carry-in pipe 11 received by the receiving part 22. It can run on a rail 23 laid in the sheath tube 1.

図6,図7に示すように、31〜33は、鞘管1内に本管路9を敷設する際、曲り管11bを回転させるために用いられる第一〜第三回転用治具である。これら第一〜第三回転用治具31〜33はそれぞれ、円環状のフレーム体35と、フレーム体35を径方向に伸縮させる伸縮手段34とを有している。   As shown in FIGS. 6 and 7, 31 to 33 are first to third rotating jigs used for rotating the bent pipe 11 b when the main pipe line 9 is laid in the sheath pipe 1. . Each of the first to third rotating jigs 31 to 33 has an annular frame body 35 and expansion / contraction means 34 for expanding and contracting the frame body 35 in the radial direction.

フレーム体35は半円状の分割フレーム36,37に2分割されている。さらに、各分割フレーム36,37はそれぞれ、円弧状のフレーム片38a,38b,39a,39bに分割されている。各フレーム片38a,38b,39a,39bは溝形鋼材を円弧状に曲げ加工したものであり、各フレーム片38a,38b,39a,39bの外周面には、ゴム等の弾性材でできた保護部材48が設けられている。   The frame body 35 is divided into two semicircular divided frames 36 and 37. Further, each of the divided frames 36 and 37 is divided into arc-shaped frame pieces 38a, 38b, 39a, and 39b. Each of the frame pieces 38a, 38b, 39a, 39b is obtained by bending a grooved steel material into an arc shape. A member 48 is provided.

このうち、両フレーム片38a,38bがボルト,ナット等からなる継手40を介して接続され、これにより、一方の分割フレーム36が形成される。同様に、両フレーム片39a,39bが継手40を介して接続され、これにより、他方の分割フレーム37が形成される。   Among these, both frame pieces 38a, 38b are connected via a joint 40 made of bolts, nuts, etc., whereby one divided frame 36 is formed. Similarly, both frame pieces 39a and 39b are connected via a joint 40, whereby the other divided frame 37 is formed.

伸縮手段34は、一方の分割フレーム36の周方向における両端部および他方の分割フレーム37の周方向における両端部にそれぞれ設けられた端部プレート41,42と、相対向する一方の分割フレーム36の端部プレート41と他方の分割フレーム37の端部プレート42とを連結する複数のボルト43,ナット44とを有している。ボルト43を回すことにより、一方の端部プレート41と他方の端部プレート42との間隔が拡縮され、フレーム体35の直径が一方向Cにおいて伸縮可能となる。尚、フレーム体35には、複数の接続孔47(接続部の一例)が周方向Bにおける複数箇所に形成されている。   The expansion / contraction means 34 includes end plates 41, 42 provided at both ends in the circumferential direction of one divided frame 36 and both ends in the circumferential direction of the other divided frame 37, and one of the divided frames 36 facing each other. A plurality of bolts 43 and nuts 44 for connecting the end plate 41 and the end plate 42 of the other divided frame 37 are provided. By turning the bolts 43, the distance between the one end plate 41 and the other end plate 42 is expanded and contracted, and the diameter of the frame body 35 can be expanded and contracted in one direction C. The frame body 35 has a plurality of connection holes 47 (an example of connection portions) formed at a plurality of locations in the circumferential direction B.

図8,図9に示すように、51,52は、曲り管11bを回転させる際に、第一〜第三回転用治具31〜33と共に用いられる伸縮自在な連結部材である。これら連結部材51,52はそれぞれ、両端部にフック51a,51b,52a,52bを備えたチェン51c,52cと、チェン51c,52cを巻上げ又は送り出すことによりチェン51c,52cの両端部間の長さを伸縮させる巻取機51d,52d(例えばレバーブロック(登録商標)等)とを有している。   As shown in FIGS. 8 and 9, 51 and 52 are telescopic connecting members used together with the first to third rotating jigs 31 to 33 when rotating the bending tube 11 b. The connecting members 51 and 52 are respectively provided with chains 51c and 52c having hooks 51a, 51b, 52a and 52b at both ends, and lengths between both ends of the chains 51c and 52c by winding or feeding the chains 51c and 52c. And take-up machines 51d and 52d (for example, lever block (registered trademark)).

以下、上記構成における作用を説明する。
非開削工法を用いた管路敷設方法として、先ず、小型のシールドマシンを用いて地中にトンネルを掘削しながら、図1に示すように、トンネル内で、複数のセグメント2の主桁5同士および継手板6同士を接続して鞘管1を形成する。その後、鞘管1内にレール23を敷設し、レール23上に台車18を配置し、複数の持込管11を鞘管1内に搬入して台車18で運搬し、これら持込管11同士を接続して、本管路9を敷設する。
Hereinafter, the operation of the above configuration will be described.
As the pipe laying method using the non-open cutting method, first, while excavating the tunnel in the ground using a small shield machine, as shown in FIG. And the joint plate 6 is connected, and the sheath tube 1 is formed. Thereafter, the rail 23 is laid in the sheath tube 1, the carriage 18 is arranged on the rail 23, a plurality of carry-in pipes 11 are carried into the sheath pipe 1 and transported by the carriage 18, and the carry-in pipes 11 are connected to each other. And the main line 9 is laid.

図5に示すように、持込管11を台車18で運搬する際、持込管11が曲り管11bであれば、曲りの内周側17を上向きにすると共に曲りの外周側16を下向きにした運搬姿勢で、曲り管11bを台車18の受け部22に載せて運搬する。尚、この際、曲り管11bが台車18上で不用意に転がらないように、曲り管11bを固定用ワイヤー等で台車18に固定しておく。   As shown in FIG. 5, when the carry-in tube 11 is transported by the carriage 18, if the carry-in tube 11 is the bent tube 11b, the inner peripheral side 17 of the curve is directed upward and the outer peripheral side 16 of the curve is directed downward. The bent pipe 11b is placed on the receiving portion 22 of the carriage 18 and transported in the transported posture. At this time, the bent pipe 11b is fixed to the carriage 18 with a fixing wire or the like so that the bent pipe 11b does not roll carelessly on the carriage 18.

これにより、図10に示すように、台車18に載せられた曲り管11bの左右方向における幅寸法Wが曲り管11bの外径寸法よりも増大することはなく、従って、台車18が鞘管1の湾曲経路部10を通過する際、曲り管11bの端部が鞘管1の内周面に当接して曲り管11bや鞘管1が傷付くのを防止することができる。   Thereby, as shown in FIG. 10, the width dimension W in the left-right direction of the bent pipe 11b mounted on the carriage 18 does not increase beyond the outer diameter dimension of the bent pipe 11b. It is possible to prevent the bent tube 11b and the sheath tube 1 from being damaged by the end of the bent tube 11b coming into contact with the inner peripheral surface of the sheath tube 1 when passing through the curved path portion 10.

このようにして曲り管11bを台車18で鞘管1内の所定場所まで運搬した後、既に鞘管1内で接続され敷設された敷設済の持込管11に、曲り管11bを、運搬姿勢から接続姿勢(所定の向きの一例)にまで回転して接続する。尚、この場合、接続姿勢とは、曲り管11bを運搬姿勢から90°回転させて、図2に示すように、曲りの外周側16が左右いずれか一側方へ向くと共に曲りの内周側17が他側方へ向く姿勢である。   In this way, after the bent pipe 11b is transported to a predetermined place in the sheath pipe 1 by the carriage 18, the bent pipe 11b is transported to the already brought-in carry pipe 11 that is already connected and laid in the sheath pipe 1. To a connection posture (an example of a predetermined orientation). In this case, the connection posture means that the bent pipe 11b is rotated 90 ° from the carrying posture, and as shown in FIG. 2, the outer peripheral side 16 of the bend is directed to either the left or right side and the inner peripheral side of the bend. 17 is a posture toward the other side.

上記のように曲り管11bを回転させる作業は、第一〜第三回転用治具31〜33と連結部材51,52とを用いて以下のような方法で行う。
図6,図7に示すように、第一回転用治具31の伸縮手段46のボルト43を回して、両方の端部プレート41,42の間隔を短縮し、フレーム体35の直径を一方向Cにおいて縮小する。この状態で、第一回転用治具31を敷設済の持込管11の先端部内に嵌め込み、上記ボルト43を逆に回して、両方の端部プレート41,42の間隔を拡張し、フレーム体35の直径を一方向Cにおいて拡大する。
The operation | work which rotates the bending pipe 11b as mentioned above is performed by the following methods using the jig | tool 31-33 for 1st-3rd and the connection members 51 and 52. FIG.
As shown in FIGS. 6 and 7, the bolt 43 of the expansion / contraction means 46 of the first rotation jig 31 is turned to shorten the distance between both end plates 41, 42, and the diameter of the frame body 35 is set to one direction. Reduce at C. In this state, the first rotation jig 31 is fitted into the distal end portion of the already-installed carry-in tube 11, and the bolt 43 is turned in the reverse direction to extend the distance between the two end plates 41, 42, and the frame body. The diameter of 35 is expanded in one direction C.

これにより、フレーム体35が保護部材48を介して敷設済の持込管11の先端部の内周面に押圧され、第一回転用治具31が強固に敷設済の持込管11の先端部内に取り付けられる。   As a result, the frame body 35 is pressed against the inner peripheral surface of the distal end portion of the carry-in tube 11 that has been laid through the protective member 48, and the first rotation jig 31 is firmly laid on the distal end of the carry-in tube 11 that has been laid. Installed in the department.

さらに、上記と同様にして、図8に示すように、第二回転用治具32を曲り管11bの一端部内に取り付け、第三回転用治具33を曲り管11bの他端部内に取り付ける。その後、固定用ワイヤーを台車18から外し、台車18のジャッキ装置24で曲り管11bを持上げ、曲り管11bの下方に支持部材55を挿入し、ジャッキ装置24で曲り管11bを支持部材55上に下ろし、台車18を曲り管11bの下方から手前に抜き取る。これにより、曲り管11bが、支持部材55で支持され、敷設済の持込管11の先端部に対向して配置される。   Further, in the same manner as described above, as shown in FIG. 8, the second rotation jig 32 is attached in one end portion of the bent tube 11b, and the third rotation jig 33 is attached in the other end portion of the bent tube 11b. Thereafter, the fixing wire is removed from the carriage 18, the bent tube 11 b is lifted by the jack device 24 of the carriage 18, the support member 55 is inserted below the bent tube 11 b, and the bent tube 11 b is placed on the support member 55 by the jack device 24. Then, the carriage 18 is pulled out from below the bent pipe 11b. Thereby, the bending pipe 11b is supported by the support member 55, and is arrange | positioned facing the front-end | tip part of the laying-in carry-in pipe 11. FIG.

図8,図9に示すように、曲り管11bの一端部側S1において、一方の連結部材51の一方のフック51aを第一回転用治具31の上位の接続孔47に引っ掛けると共に、他方のフック51bを第二回転用治具32の下位の接続孔47に引っ掛け、同様に、他方の連結部材52の一方のフック52aを第一回転用治具31の上位の接続孔47に引っ掛けると共に、他方のフック52bを第二回転用治具32の下位の接続孔47に引っ掛けて、両連結部材51,52を第一回転用治具31の上部と第二回転用治具32の下部との間に接続する。この際、図11に示すように、曲り管11bの回転中心Oが両連結部材51,52間に位置するように、両連結部材51,52を、並列にした状態で、第一および第二回転用治具31,32間に着脱自在に接続する。   As shown in FIGS. 8 and 9, at one end S1 of the bent pipe 11b, one hook 51a of one connecting member 51 is hooked in the upper connection hole 47 of the first rotating jig 31, and the other The hook 51b is hooked in the lower connection hole 47 of the second rotation jig 32. Similarly, one hook 52a of the other connecting member 52 is hooked in the upper connection hole 47 of the first rotation jig 31, and The other hook 52 b is hooked in the lower connection hole 47 of the second rotation jig 32, and the connecting members 51 and 52 are connected between the upper part of the first rotation jig 31 and the lower part of the second rotation jig 32. Connect between. At this time, as shown in FIG. 11, the first and second members are connected in parallel so that the rotation center O of the bent tube 11b is positioned between the two connection members 51 and 52. The rotation jigs 31 and 32 are detachably connected.

また、図8,図9に示すように、曲り管11bの他端部側S2において、別の一方の連結部材51の一方のフック51aを鞘管1のセグメント2の主桁5の上位のボルト孔7(図3,図4参照)に引っ掛けると共に、他方のフック51bを第三回転用治具33の下位の接続孔47に引っ掛け、同様に、別の他方の連結部材52の一方のフック52aを鞘管1のセグメント2の主桁5の上位のボルト孔7に引っ掛けると共に、他方のフック52bを第三回転用治具33の下位の接続孔47に引っ掛けて、別の両連結部材51,52を第三回転用治具33と鞘管1の内側との間に接続する。この際、曲り管11bの回転中心Oが両連結部材51,52間に位置するように、両連結部材51,52を、並列にした状態で、第三回転用治具33の下部と鞘管1の内側上部との間に着脱自在に接続する。   Further, as shown in FIGS. 8 and 9, at the other end S <b> 2 of the bent tube 11 b, one hook 51 a of the other connecting member 51 is connected to the upper bolt of the main girder 5 of the segment 2 of the sheath tube 1. The hook 51b is hooked in the hole 7 (see FIGS. 3 and 4), and the other hook 51b is hooked in the lower connection hole 47 of the third rotation jig 33. Similarly, one hook 52a of another other connecting member 52 is hooked. Is hooked into the upper bolt hole 7 of the main girder 5 of the segment 2 of the sheath tube 1, and the other hook 52b is hooked into the lower connection hole 47 of the third rotation jig 33, so that the two other connecting members 51, 52 is connected between the third rotation jig 33 and the inside of the sheath tube 1. At this time, the lower portion of the third rotation jig 33 and the sheath tube are placed in a state where the connecting members 51 and 52 are arranged in parallel so that the rotation center O of the bent tube 11b is positioned between the connecting members 51 and 52. 1 is detachably connected to the inside upper part of 1.

その後、曲り管11bの一端部側S1において、連結部材51,52の巻取機51d,52dを操作して、図12に示すように、一方の連結部材51のチェン51cの両端部間の長さを短縮し、他方の連結部材52のチェン52cの両端部間の長さを伸長する。これにより、第二回転用治具32に一方向Dの回転トルクが発生する。尚、このように、曲り管11bの一端部側S1において連結部材51,52を伸縮する行程を一端部伸縮行程と記載する。   Thereafter, on one end S1 of the bent pipe 11b, the winding machines 51d and 52d of the connecting members 51 and 52 are operated so that the length between both ends of the chain 51c of one connecting member 51 is as shown in FIG. The length between the both ends of the chain 52c of the other connecting member 52 is extended. As a result, a rotational torque in one direction D is generated in the second rotation jig 32. In this manner, the process of expanding and contracting the connecting members 51 and 52 on the one end part side S1 of the bent pipe 11b is described as one end part extending and contracting process.

同様に、曲り管11bの他端部側S2においても、別の連結部材51,52の巻取機51d,52dを操作して、一方の連結部材51のチェン51cの両端部間の長さを短縮し、他方の連結部材52のチェン52cの両端部間の長さを伸長する。これにより、第三回転用治具33に一方向Dの回転トルクが発生する。尚、このように、曲り管11bの他端部側S2において別の連結部材51,52を伸縮する行程を他端部伸縮行程と記載する。   Similarly, also on the other end side S2 of the bent pipe 11b, the winding machines 51d and 52d of the other connecting members 51 and 52 are operated, and the length between both ends of the chain 51c of one connecting member 51 is increased. It shortens and the length between the both ends of the chain 52c of the other connection member 52 is expanded. Thereby, a rotational torque in one direction D is generated in the third rotation jig 33. In addition, the stroke | stretching process of another connection member 51 and 52 in the other end part side S2 of the bending pipe 11b is described as an other end part expansion / contraction process.

上記のような一端部伸縮行程と他端部伸縮行程とを同期して行うことにより、曲り管11bの両端部に一方向Dの回転トルクが発生し、曲り管11bを運搬姿勢から一方向Dに所定角度α(例えば図12では約30°)回転させることができる。   By performing the one end part expansion / contraction stroke and the other end extension / contraction stroke in synchronization with each other, a rotational torque in one direction D is generated at both end portions of the bent pipe 11b, and the bent pipe 11b is moved in one direction D from the conveying posture. And a predetermined angle α (for example, about 30 ° in FIG. 12).

上記のように曲り管11bを回転させた際、図12に示すように、敷設済の持込管11の軸心に対する曲り管11bの軸心が左右にずれた状態になるため、第一回転用治具31に対して第二回転用治具32が左右にずれ、同様に、セグメント2の主桁5に対して第三転用治具33が左右にずれる。これに対して、曲り管11bの一端部側S1において、各連結部材51,52のフック51a,51b,52a,52bを接続孔47から外して別の接続孔47に引っ掛け、図13に示すように、連結部材51,52の一端部と第一回転用治具31との接続位置および連結部材51,52の他端部と第二回転用治具32との接続位置を変更する。尚、この行程を一端部付替え行程と記載する。   When the bent tube 11b is rotated as described above, as shown in FIG. 12, the axis of the bent tube 11b is shifted to the left and right with respect to the axis of the installed carrying tube 11, so that the first rotation The second rotation jig 32 is shifted to the left and right with respect to the jig 31, and similarly, the third transfer jig 33 is shifted to the left and right with respect to the main beam 5 of the segment 2. On the other hand, at one end S1 of the bent pipe 11b, the hooks 51a, 51b, 52a, 52b of the connecting members 51, 52 are removed from the connection hole 47 and hooked into another connection hole 47, as shown in FIG. In addition, the connection position between one end of the coupling members 51 and 52 and the first rotation jig 31 and the connection position between the other end of the coupling members 51 and 52 and the second rotation jig 32 are changed. In addition, this process is described as an end part replacement process.

同様に、曲り管11bの他端部側S2において、別の連結部材51,52の一端部とセグメント2の主桁5との接続位置および連結部材51,52の他端部と第三転用治具33との接続位置を変更する。尚、この行程を他端部付替え行程と記載する。   Similarly, on the other end side S2 of the bent pipe 11b, the connection position between one end of another connecting member 51, 52 and the main beam 5 of the segment 2, and the other end of the connecting member 51, 52 and the third diversion treatment. The connection position with the tool 33 is changed. In addition, this process is described as an other end part replacement process.

上記のような一端部付替え行程と他端部付替え行程とを同期して行った後、図14に示すように、一方の連結部材51のチェン51cの長さはそのままで、他方の連結部材52のチェン52cの長さを短縮することにより、第二回転用治具32が第一回転用治具31に対して左右に変移すると共に、第三転用治具33がセグメント2の主桁5に対して左右に変移し、これにより、敷設済の持込管11に対して曲り管11bが左右に変移して、敷設済の持込管11に対する曲り管11bの左右のずれを補正することができる。これにより、曲り管11bは、左右のずれが補正された状態で、運搬姿勢から回転軸心周りに所定角度α(例えば図14では30°)回転された姿勢になる。   After performing the one end part replacement process and the other end part replacement process as described above, as shown in FIG. 14, the length of the chain 51c of one of the connection members 51 remains unchanged, and the other connection process is performed. By shortening the length of the chain 52 c of the member 52, the second rotation jig 32 is shifted to the left and right with respect to the first rotation jig 31, and the third transfer jig 33 is the main girder of the segment 2. 5, and the bent pipe 11 b is shifted to the left and right with respect to the installed carry-in pipe 11, thereby correcting the left and right displacement of the bent pipe 11 b with respect to the installed carry-in pipe 11. be able to. As a result, the bent tube 11b is in a posture rotated by a predetermined angle α (for example, 30 ° in FIG. 14) around the rotation axis from the conveying posture in a state where the left-right displacement is corrected.

その後、さらに、図15に示すように、上記のような一端部伸縮行程と他端部伸縮行程とを同期して行うことにより、曲り管11bの両端部に一方向Dの回転トルクが発生し、曲り管11bを一方向Dに所定角度α(例えば図15では運搬姿勢から約60°)回転させる。   Thereafter, as shown in FIG. 15, the one end D expansion / contraction stroke and the other end expansion / contraction stroke are performed in synchronization with each other, thereby generating a rotational torque in one direction D at both ends of the bent tube 11b. The bent tube 11b is rotated in one direction D by a predetermined angle α (for example, about 60 ° from the conveying posture in FIG. 15).

その後、さらに、図16に示すように、上記のような一端部付替え行程と他端部付替え行程とを同期して行った後、図17に示すように、一方の連結部材51のチェン51cの長さはそのままで、他方の連結部材52のチェン52cの長さを短縮することにより、曲り管11bを左右に変移させて、敷設済の持込管11に対する曲り管11bの左右のずれを補正する。これにより、曲り管11bは、左右のずれが補正された状態で、運搬姿勢から回転軸心周りに所定角度α(例えば図17では60°)回転された姿勢になる。   Thereafter, as shown in FIG. 16, after the one end part replacement process and the other end part replacement process are performed in synchronization, as shown in FIG. 17, the chain of one connecting member 51 is changed. The length of 51c is left as it is, and by shortening the length of the chain 52c of the other connecting member 52, the bent pipe 11b is shifted to the left and right, and the left and right displacement of the bent pipe 11b with respect to the installed carry-in pipe 11 Correct. As a result, the bent tube 11b is in a posture rotated by a predetermined angle α (for example, 60 ° in FIG. 17) around the rotation axis from the transport posture in a state where the left-right displacement is corrected.

その後、さらに、図18に示すように、上記のような一端部伸縮行程と他端部伸縮行程とを同期して行い、その後、図19に示すように、上記のような一端部付替え行程と他端部付替え行程とを同期して行った後、図20に示すように、一方および他方の連結部材51,52のチェン51c,52cの長さを短縮することにより、曲り管11bは、左右のずれが補正された状態で、運搬姿勢から回転軸心周りに回転された接続姿勢になる。尚、この場合、曲り管11bの接続姿勢は運搬姿勢から一方向Dへ90°回転した姿勢であるが、90°に限定されるものではなく、90°以外の回転角度であってもよい。   After that, as shown in FIG. 18, the one end part expansion / contraction process and the other end part expansion / contraction process are performed in synchronization with each other, and then, as shown in FIG. 19, the one end part replacement process as described above. And the other end replacement process in synchronism, as shown in FIG. 20, by shortening the lengths of the chains 51c and 52c of the one and the other connecting members 51 and 52, the bent pipe 11b is In a state in which the left / right displacement is corrected, the connection posture is rotated from the transport posture around the rotation axis. In this case, the connection posture of the bent tube 11b is a posture rotated 90 ° in one direction D from the transport posture, but is not limited to 90 ° and may be a rotation angle other than 90 °.

上記のように、一端部伸縮行程と他端部伸縮行程とを同期して行い、その後、上記のような一端部付替え行程と他端部付替え行程とを同期して行って、曲り管11bを回転させる行程と曲り管11bのずれを補正する行程とを繰り返し、曲り管11bを、運搬姿勢から接続姿勢に向き変更した状態で、敷設済の持込管11に接続する。   As described above, the one end part extension process and the other end part extension process are performed in synchronization, and then the one end part replacement process and the other end part replacement process as described above are performed in synchronization, and the bent pipe The process of rotating 11b and the process of correcting the deviation of the bent pipe 11b are repeated, and the bent pipe 11b is connected to the laid-in carry-in pipe 11 with the orientation changed from the transporting posture to the connected posture.

この際、図21に示すように、曲り管11bの一端部側S1における両連結部材51,52の他方のフック51b,52bを、第二回転用治具32の接続孔47から外し、他方のフック51b,52bにそれぞれ引込用ワイヤー56を接続し、引込用ワイヤー56の先端にそれぞれ設けられた係止部材57を曲り管11bの他端部(受口14の開口端部)に係止する。その後、両連結部材51,52の巻取機51d,52dを操作して、チェン51c,52cの両端部間の長さを短縮することにより、曲り管11bが引き込まれて敷設済の持込管11に挿入されて接続される。   At this time, as shown in FIG. 21, the other hooks 51b, 52b of the connecting members 51, 52 on the one end S1 side of the bent pipe 11b are removed from the connection holes 47 of the second rotation jig 32, and the other The pull-in wires 56 are connected to the hooks 51b and 52b, respectively, and the locking members 57 provided at the tips of the pull-in wires 56 are locked to the other end of the bent tube 11b (the opening end of the receiving port 14). . Thereafter, by operating the winders 51d and 52d of both the connecting members 51 and 52 to shorten the length between both ends of the chains 51c and 52c, the bent pipe 11b is drawn and installed. 11 and connected.

上記のような管路敷設方法では、図8に示すように、第一回転用治具31が敷設済の持込管11の先端部内に取り付けられ、第二および第三回転用治具32,33が曲り管11bの両端部内に取付けられるため、鞘管1の内周面と曲り管11bの外周面との間のスペース58を縮小することができ、鞘管1の口径を小型化することが可能である。   In the pipe laying method as described above, as shown in FIG. 8, the first rotation jig 31 is attached in the distal end portion of the layed carry-in pipe 11, and the second and third rotation jigs 32, Since 33 is attached in the both ends of bent tube 11b, space 58 between the inner peripheral surface of sheath tube 1 and the outer peripheral surface of bent tube 11b can be reduced, and the diameter of sheath tube 1 can be reduced. Is possible.

(第二の実施の形態)
第二の実施の形態では、図22に示すように、曲り管11bの一端部側S1において、二本の連結部材51,52を、交差した状態で、第一回転用治具31と第二回転用治具32との間に接続する。また、曲り管11bの他端部側S2において、別の二本の連結部材51,52を、交差した状態で、第三回転用治具33とセグメント2の主桁5との間に接続する。
(Second embodiment)
In the second embodiment, as shown in FIG. 22, at the one end S1 of the bent tube 11b, the two connecting members 51 and 52 are crossed and the first rotating jig 31 and the second rotating member 31 are connected. It connects between the jig | tool 32 for rotation. In addition, at the other end S2 of the bent pipe 11b, another two connecting members 51 and 52 are connected between the third rotation jig 33 and the main beam 5 of the segment 2 in a crossed state. .

その後、第一の実施の形態と同様に、一端部伸縮行程(図23,図26,図29参照)と他端部伸縮行程とを同期して行い、その後、上記のような一端部付替え行程(図24,図27,図30参照)と他端部付替え行程とを同期して行って、曲り管11bを回転させる行程と曲り管11bのずれを補正する行程とを繰り返し、図31に示すように、曲り管11bを運搬姿勢から接続姿勢に向き変更し、接続姿勢の曲り管11bを敷設済の持込管11に接続する。   Thereafter, as in the first embodiment, the one end part expansion / contraction process (see FIGS. 23, 26, and 29) and the other end part expansion / contraction process are performed in synchronization, and then the one end part replacement as described above is performed. The process (see FIGS. 24, 27, and 30) and the process of changing the other end are performed in synchronization, and the process of rotating the bent pipe 11b and the process of correcting the deviation of the bent pipe 11b are repeated, and FIG. As shown in Fig. 4, the bent pipe 11b is changed from the transporting posture to the connected posture, and the bent tube 11b in the connected posture is connected to the laying-in carry-in tube 11.

尚、本第一および第二の実施の形態において、図32(a)(b)に示すように、曲り管11bの回転中心Oを通る軸心60と一方の連結部材51又は他方の連結部材52とが同一平面61上にあると、曲り管11bに回転トルクが発生せず、曲り管11bを回転させることができない。従って、曲り管11bに回転トルクを発生させるためには、上記軸心60と一方の連結部材51又は他方の連結部材52とが同一平面61上に含まれないように、連結部材51,52を第一および第二回転用治具31,32に接続する必要がある。尚、連結部材51,52が曲り管11bの回転中心O上を通る場合も同一平面上にある。このような場合には、一方の連結部材51の両端部および他方の連結部材52の両端部をそれぞれ周方向Bにおいてずらして、連結部材51,52を第一および第二回転用治具31,32に接続する必要がある。   In the first and second embodiments, as shown in FIGS. 32 (a) and 32 (b), an axis 60 passing through the rotation center O of the bent tube 11b and one connecting member 51 or the other connecting member. When 52 is on the same plane 61, no rotational torque is generated in the bent tube 11b, and the bent tube 11b cannot be rotated. Therefore, in order to generate a rotational torque in the bent pipe 11b, the connecting members 51, 52 are arranged so that the shaft center 60 and one connecting member 51 or the other connecting member 52 are not included on the same plane 61. It is necessary to connect to the first and second rotating jigs 31 and 32. The connecting members 51 and 52 are also on the same plane when passing over the rotation center O of the bent tube 11b. In such a case, both end portions of one connecting member 51 and both end portions of the other connecting member 52 are shifted in the circumferential direction B, and the connecting members 51, 52 are moved to the first and second rotating jigs 31, 32 need to be connected.

上記第一および第二の実施の形態では、図8に示すように、曲り管11bの他端部内に第三回転用治具33を取付けて、曲り管11bの一端部側S1と他端部側S2とにおいて曲り管11bを回転させているが、特に、曲り管11bが小型である場合等では、第三回転用治具33を使用せず、曲り管11bの一端部側S1のみで曲り管11bを回転させてもよい。   In the first and second embodiments, as shown in FIG. 8, the third rotation jig 33 is attached in the other end of the bent tube 11b, and the one end S1 and the other end of the bent tube 11b. The bent tube 11b is rotated with respect to the side S2, but in particular when the bent tube 11b is small, the third rotation jig 33 is not used, and the bent tube 11b is bent only at one end S1. The tube 11b may be rotated.

上記第一および第二の実施の形態では、曲り管11bを運搬姿勢から接続姿勢に回転させる際、30°ずつ3回に分けて回転作業を行っているが、一回当りの回転作業における回転角度は30°以外でもよく、また、回転作業を3回以外の複数回に分けて行ってもよく、或は一回で行ってもよい。   In the first and second embodiments, when the bent tube 11b is rotated from the transporting posture to the connecting posture, the rotating operation is performed in three steps of 30 °, but the rotation in one rotating operation is performed. The angle may be other than 30 °, and the rotation operation may be performed in a plurality of times other than three times, or may be performed once.

上記第一および第二の実施の形態では、図8,図9に示すように、連結部材51,52はそれぞれ、チェン51c,52c(線材の一例)と、チェン51c,52cを巻上げ又は送り出すことによりチェン51c,52cの両端部間の長さを伸縮させる巻取機51d,52dとを有しているが、チェン51c,52cの代りに、ワイヤー等を用いてもよい。また、チェン51c,52cの代りに、伸縮自在な棒材を有し、巻取機51d,52dの代わりに、棒材を伸縮させるシリンダ装置等を有する連結部材51,52を用いてもよい。この場合も、曲り管11bに回転トルクを発生させるためには、上記軸心60と一方の連結部材51又は他方の連結部材52とが同一平面61上に含まれないように、連結部材51,52を第一および第二回転用治具31,32に接続する必要がある。   In the first and second embodiments, as shown in FIGS. 8 and 9, the connecting members 51 and 52 wind up or send out the chains 51c and 52c (an example of a wire rod) and the chains 51c and 52c, respectively. However, instead of the chains 51c and 52c, a wire or the like may be used instead of the chains 51c and 52c. Further, instead of the chains 51c and 52c, connecting members 51 and 52 having a rod material that can be expanded and contracted and having a cylinder device or the like for expanding and contracting the rod material may be used instead of the winders 51d and 52d. Also in this case, in order to generate a rotational torque in the bent pipe 11b, the connecting member 51, the shaft 60 and the one connecting member 51 or the other connecting member 52 are not included on the same plane 61. 52 needs to be connected to the first and second rotating jigs 31 and 32.

1 鞘管
9 本管路
10 湾曲経路部
11 持込管
11b 曲り管
16 曲りの外周側
18 台車
31〜33 第一〜第三回転用治具
35 フレーム体
47 接続孔(接続部)
51,52 連結部材
B 周方向
O 回転中心
DESCRIPTION OF SYMBOLS 1 Sheath pipe 9 Main pipe line 10 Curved path part 11 Carrying pipe 11b Curved pipe 16 The outer periphery side 18 of a curve Bogies 31-33 1st-3rd rotation jig 35 Frame body 47 Connection hole (connection part)
51, 52 connecting member B circumferential direction O center of rotation

Claims (7)

湾曲経路部を有する鞘管内に、複数の持込管を搬入して台車で運搬し、これら持込管同士を接続して、湾曲経路部を有する本管路を鞘管内に敷設する管路敷設方法であって、
持込管が曲り管である場合、曲りの外周側を下向きにした運搬姿勢で曲り管を台車上に載せて運搬し、
既に鞘管内に敷設された敷設済の持込管に、曲り管を、運搬姿勢から所定の向きにまで回転して接続することを特徴とする管路敷設方法。
Pipe line laying in which a plurality of carry-in pipes are carried into a sheath pipe having a curved path part and transported by a carriage, and these carry-in pipes are connected to each other and a main pipe line having a curved path part is laid in the sheath pipe. A method,
When the carry-in pipe is a bent pipe, carry the bent pipe on the carriage with the carrying posture with the outer circumference side of the bend facing downward,
A pipe laying method characterized in that a bent pipe is rotated and connected from a carrying posture to a predetermined direction to an already brought-in pipe already laid in a sheath pipe.
曲り管を回転させる行程と、敷設済の持込管の軸心に対する曲り管の軸心のずれを補正する行程とを繰り返した後、曲り管を敷設済の持込管に接続することを特徴とする請求項1記載の管路敷設方法。 After repeating the process of rotating the bent pipe and the process of correcting the deviation of the axis of the bent pipe with respect to the axis of the installed carry-in pipe, the bent pipe is connected to the installed carry-in pipe The pipe laying method according to claim 1. 敷設済の持込管の端部内に第一回転用治具を取付け、
敷設済の持込管の端部に接続される曲り管の一端部内に、第二回転用治具を取付けて第一回転用治具に対向させ、
伸縮自在な連結部材を第一回転用治具と第二回転用治具との間に着脱自在に接続し、
連結部材を伸縮させる一端部伸縮行程と、連結部材と第一回転用治具との接続位置および連結部材と第二回転用治具との接続位置を変更する一端部付替え行程とを交互に行うことで、曲り管を運搬姿勢から所定の向きに回転させて敷設済の持込管に接続することを特徴とする請求項1又は請求項2記載の管路敷設方法。
Attach the first rotation jig in the end of the laid carry-in pipe,
In the one end part of the bent pipe connected to the end part of the laying-in carry-in pipe, the second rotation jig is attached to face the first rotation jig,
A telescopic connecting member is detachably connected between the first rotating jig and the second rotating jig,
One end part expansion / contraction process for extending / contracting the connecting member, and one end replacement process for changing the connecting position between the connecting member and the first rotating jig and the connecting position between the connecting member and the second rotating jig are alternately performed. 3. The pipe laying method according to claim 1, wherein the bent pipe is rotated in a predetermined direction from the transporting posture and connected to the laid-in carry-in pipe.
曲り管の回転中心が二本の連結部材間に位置するように、これら両連結部材を並列にした状態で第一回転用治具と第二回転用治具との間に接続し、
一端部伸縮行程において、いずれか片方の連結部材を短縮させ、もう片方の連結部材を伸長させて、曲り管を回転させることを特徴とする請求項3記載の管路敷設方法。
Connected between the first rotating jig and the second rotating jig in a state in which both the connecting members are arranged in parallel so that the rotation center of the bent tube is located between the two connecting members,
4. The pipe laying method according to claim 3, wherein, in the one-end extension / contraction stroke, one of the connecting members is shortened, the other connecting member is extended, and the bent pipe is rotated.
二本の連結部材を、交差した状態で、第一回転用治具と第二回転用治具との間に接続し、
一端部伸縮行程において、いずれか片方の連結部材を短縮させ、もう片方の連結部材を伸長させて、曲り管を回転させることを特徴とする請求項3記載の管路敷設方法。
Connect the two connecting members between the first rotation jig and the second rotation jig in a crossed state,
4. The pipe laying method according to claim 3, wherein, in the one-end extension / contraction stroke, one of the connecting members is shortened, the other connecting member is extended, and the bent pipe is rotated.
曲り管の他端部内に第三回転用治具を取付け、
伸縮自在な連結部材を第三回転用治具と鞘管の内側との間に着脱自在に接続し、
連結部材を伸縮させる他端部伸縮行程と、連結部材と第三回転用治具との接続位置および連結部材と鞘管の内側との接続位置を変更する他端部付替え行程とを、一端部伸縮および付替え行程と同期して、交互に行うことで、曲り管を運搬姿勢から所定の向きに回転させることを特徴とする請求項3記載の管路敷設方法。
Install the third rotation jig in the other end of the bent pipe,
An extendable connecting member is detachably connected between the third rotation jig and the inside of the sheath tube,
The other end portion extending / contracting process for expanding / contracting the connecting member, and the other end replacement process for changing the connecting position between the connecting member and the third rotating jig and the connecting position between the connecting member and the inside of the sheath tube, The pipe laying method according to claim 3, wherein the bent pipe is rotated in a predetermined direction from the transporting posture by performing alternately in synchronization with the part expansion and contraction and the replacement process.
上記請求項1から請求項6のいずれか1項に記載の管路敷設方法に使用される回転用治具であり、
フレーム体が管の端部内に着脱自在に嵌め込まれ、
連結部材の端部を着脱自在に接続可能な接続部が管周方向におけるフレーム体の複数箇所に形成されていることを特徴とする回転用治具。
A rotation jig used in the pipe laying method according to any one of claims 1 to 6,
The frame body is detachably fitted into the end of the tube,
A rotating jig characterized in that connecting portions capable of detachably connecting the end portions of the connecting members are formed at a plurality of locations of the frame body in the pipe circumferential direction.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0355338U (en) * 1989-10-03 1991-05-28
JPH0356708U (en) * 1989-10-06 1991-05-31
JP2003286739A (en) * 2002-03-28 2003-10-10 Kurimoto Ltd Pipe conveying truck
JP2009155809A (en) * 2007-12-25 2009-07-16 Kumagai Gumi Co Ltd Equipment and method for transporting pipe in tunnel
JP2010078142A (en) * 2008-08-29 2010-04-08 Ohmori Co Ltd Pipe-in-pipe method
JP2013127281A (en) * 2011-12-19 2013-06-27 Kubota Koken:Kk Pipe conveying device and pipe conveying method

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0355338U (en) * 1989-10-03 1991-05-28
JPH0356708U (en) * 1989-10-06 1991-05-31
JP2003286739A (en) * 2002-03-28 2003-10-10 Kurimoto Ltd Pipe conveying truck
JP2009155809A (en) * 2007-12-25 2009-07-16 Kumagai Gumi Co Ltd Equipment and method for transporting pipe in tunnel
JP2010078142A (en) * 2008-08-29 2010-04-08 Ohmori Co Ltd Pipe-in-pipe method
JP2013127281A (en) * 2011-12-19 2013-06-27 Kubota Koken:Kk Pipe conveying device and pipe conveying method

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