JP2019011775A - Connection pipe, and method for laying the same - Google Patents

Connection pipe, and method for laying the same Download PDF

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JP2019011775A
JP2019011775A JP2017127006A JP2017127006A JP2019011775A JP 2019011775 A JP2019011775 A JP 2019011775A JP 2017127006 A JP2017127006 A JP 2017127006A JP 2017127006 A JP2017127006 A JP 2017127006A JP 2019011775 A JP2019011775 A JP 2019011775A
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pipe
diameter
connecting pipe
outer periphery
bellows
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JP6944181B2 (en
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泰一 岩本
Taiichi Iwamoto
泰一 岩本
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NEURON JAPAN CO Ltd
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Abstract

To provide a connection pipe capable of being smoothly inserted into a pipe inside by small drawing force, and a method for laying connection pipe.SOLUTION: A connection pipe is composed of a bendable flexible pipe, is connected by fastening end pipe parts of pipe materials, and has an expanded body 17 provided in the outer periphery of the connection place. The outer periphery of the expanded body 17 is positioned on the outside than a pipe material peripheral surface so as to be abutted on an inner wall of a central pipe line during insertion work into an existing pipe line in laying work of a new pipe. When inserting the connection pipe into the existing pipe and moving while drawing, the expanded body 17 is abutted without exposing the outer peripheral surface to damages due to contact with an existing pipe inner wall, and a place on which the whole connection pipe is abutted becomes intermittent so as to be smoothly inserted into the pipe inside with small drawing force without receiving damages in the pipe material outer peripheral part, and with this, laying piping excellent in durability can be performed.SELECTED DRAWING: Figure 2

Description

本発明は、管材を連結した連結管および連結管の敷設方法に関する。   The present invention relates to a connecting pipe connecting pipe materials and a method for laying the connecting pipe.

埋設管の敷設工法には、シールド工法あるいはパイプインパイプ工法が多く用いられている。例えば、特許文献1に開示されているように、シールド工法は、地中に設けたシールド内に管を搬入して順次管を接続する敷設工法であり、パイプインパイプ工法は、既設管内に新規管を既設管の一端側に設けた発進立坑から他端側へ設けた到達立坑へ向けて挿入していく敷設工法である。新規管の挿入作業は、新規管の先端部に取着したワイヤーを巻き取り装置により巻き取りながら行われる。これらの工法は、地表を開削することなく地中に配管敷設するので、一般交通を阻害せずに、騒音などで生活環境に影響を及ぼすことも少ないといった利点を有している。   As a method for laying a buried pipe, a shield method or a pipe-in-pipe method is often used. For example, as disclosed in Patent Document 1, the shield construction method is a laying construction method in which a pipe is carried into a shield provided in the ground and the pipes are sequentially connected, and the pipe-in-pipe construction method is new to the existing pipe. This is a laying method in which a pipe is inserted from a starting vertical shaft provided on one end side of an existing pipe toward a reaching vertical shaft provided on the other end side. The new tube is inserted while the wire attached to the tip of the new tube is wound by the winding device. These construction methods have the advantage that the pipes are laid in the ground without excavating the ground surface, so that noise and the like hardly affect the living environment without obstructing general traffic.

両工法を比較すると、シールド工法の場合、シールド内に軌条を敷設して運搬台車で新規管を順次搬入し、シールド内で管の接続作業を行わなければならないので、シールド内に作業用空間を確保する必要があり、そのため敷設配管径が小径になってしまう問題があった。   Comparing the two methods, in the shield method, rails must be laid in the shield, new pipes must be sequentially carried by the transport carriage, and pipe connection work must be performed in the shield. Therefore, there is a problem that the diameter of the laying pipe becomes small.

一方、パイプインパイプ工法の場合は、発進立坑から順次新規管を挿入していくので、既設管内に管接続工事のためのスペースを設ける必要がなく、効率的かつ経済的な配管工事を行うことができる。   On the other hand, in the case of the pipe-in-pipe method, new pipes are inserted sequentially from the starting shaft, so there is no need to provide a space for pipe connection in the existing pipe, and efficient and economical piping work should be performed. Can do.

特開2003−83470号公報JP 2003-83470 A

しかしながら、パイプインパイプ工法による敷設工事において、既設管内に外径の大きい新規管を導入する場合、発進立坑から到達立坑に新規管を引き出して移動させる際に、新規管外周がほぼ全面で既設管内壁に接触したりして外周部分に損傷を受けるという問題があった。しかも、内壁との接触量が多くなることにより引き出し時における摩擦抵抗が大きくなるため、引き出し用のワイヤーに大きい負荷がかかり、ワイヤーの巻き取り装置における駆動電源の消費電力が大きくなってコストアップを招く問題も生じた。   However, when introducing a new pipe with a large outer diameter into the existing pipe in the laying work by the pipe-in-pipe method, when the new pipe is drawn from the starting shaft to the destination shaft and moved, the outer circumference of the new pipe is almost entirely within the existing pipe. There was a problem that the outer peripheral part was damaged by contacting the wall. Moreover, since the frictional resistance at the time of pulling out increases due to the increased amount of contact with the inner wall, a large load is applied to the pulling wire, and the power consumption of the drive power supply in the wire winding device increases and the cost increases. Inviting problems also occurred.

本発明は、上記の課題に鑑み、配管内部に小さい引き込み力で円滑に挿入可能な連結管および該連結管の敷設方法を提供することを目的とする。   In view of the above problems, an object of the present invention is to provide a connecting pipe that can be smoothly inserted into a pipe with a small pulling force and a method for laying the connecting pipe.

本発明に係る第1の形態は、
複数の管材を連結し、一端を配管路の管路入口より挿入して管路出口から引き出すことにより配管路内を挿通した挿通状態で配設可能な連結管であって、
前記管材は、屈曲自在な可撓管で構成され、
各管材の端管部どうしを直接的または間接的に固着して管材間を連結する連結手段と、
前記連結手段による連結箇所および/またはその周辺の外周に設けた1個または2個以上の拡径体と、を有し、
前記拡径体の外周を管材周面よりも外側に位置させて、前記挿通状態において前記配管
路の内壁に当接し得るようにしたことを特徴とする連結管である。
The first form according to the present invention is:
A connecting pipe that connects a plurality of pipes, can be arranged in an inserted state through the inside of the pipe line by inserting one end from the pipe line inlet of the pipe line and pulling it out from the pipe line outlet,
The tube material is composed of a flexible tube that can be bent,
A connecting means for directly or indirectly fixing the end pipe portions of each pipe material to connect the pipe materials;
1 or 2 or more diameter-expanded bodies provided on the outer periphery of the connection location and / or its periphery by the connection means,
The connecting pipe is characterized in that an outer periphery of the diameter-expanded body is positioned outside a peripheral surface of the pipe material so as to come into contact with an inner wall of the pipe line in the inserted state.

本発明に係る第2の形態は、前記拡径体は、前記連結箇所の外周の一部または全周にわたる長さ形状を有し、縦断面の形状が円弧形状を有する連結管である。   According to a second aspect of the present invention, the diameter-enlarged body is a connecting pipe having a length shape extending over a part or the entire outer periphery of the connecting portion and having a circular cross-sectional shape.

本発明に係る第3の形態は、前記拡径体は、前記連結箇所の外周にわたる長さを有し、円環体(トーラス)様の形状を有する連結管である。   According to a third aspect of the present invention, the diameter-enlarged body is a connecting pipe having a length extending around the outer periphery of the connecting portion and having a torus-like shape.

本発明に係る第4の形態は、連結し合う各管材の端管部に嵌合する中継部材を有し、前記連結手段は、前記中継部材を介して管材間を連結し、前記拡径体は、前記中継部材の一部を拡径状に変形した変形部により形成された連結管である。   The 4th form which concerns on this invention has a relay member fitted to the end pipe part of each pipe material to connect, The said connection means connects between pipe materials via the said relay member, The said enlarged diameter body Is a connecting pipe formed by a deformed portion obtained by deforming a part of the relay member into an enlarged diameter.

本発明に係る第5の形態は、前記拡径体は、円弧状の外周を有した軸材の複数組で構成され、前記複数組の各軸材は、軸材の稜線が管材外周より外側に位置するように、前記連結箇所を横断して前記管材の軸心方向に並設して固着された連結管である。   According to a fifth aspect of the present invention, the diameter-enlarged body is composed of a plurality of sets of shaft members having an arcuate outer periphery, and each of the plurality of sets of shaft members has a ridge line of the shaft member outside the outer periphery of the tube material. It is a connecting pipe which is fixedly arranged in parallel in the axial direction of the pipe material so as to cross the connecting portion.

本発明に係る第6の形態は、前記可撓管は、ベローズ管により構成され、連結された複数の管材の各ベローズ管および前記拡径体の外周を被覆するベローズ伸長・変形防止用のブレード材を有する連結管である。   According to a sixth aspect of the present invention, the flexible tube is constituted by a bellows tube, and the bellows tube for preventing expansion and deformation of the bellows that covers the outer periphery of each of the connected bellows tubes and the expanded body. A connecting pipe having a material.

本発明に係る第7の形態は、前記端管部と前記拡径体との間に形成される隙間に、管材外周を超えない厚さの防食層を設けた連結管である。   The 7th form which concerns on this invention is a connection pipe | tube which provided the anticorrosion layer of the thickness which does not exceed a pipe material outer periphery in the clearance gap formed between the said end pipe part and the said enlarged diameter body.

本発明に係る第8の形態は、第1の形態に係る連結管を敷設する敷設方法であって、既設管路の埋設された箇所を掘削して、掘削により露出した既設配管の端部を切断し、前記連結管の一端に引き出し部材を取り付け、前記既設配管の一方の切断口より、前記連結管の一端を挿入して前記引き出し部材を介して他方の切断口から引き出すことにより既設管路内を挿通した挿通状態に前記連結管を配設することを特徴とする連結管の敷設方法である。   According to an eighth aspect of the present invention, there is provided a laying method for laying a connecting pipe according to the first aspect, wherein an end portion of an existing pipe exposed by excavation is excavated at a location where an existing pipe line is buried. An existing pipe line by cutting and attaching a drawer member to one end of the connecting pipe, inserting one end of the connecting pipe from one cutting port of the existing pipe, and pulling out from the other cutting port via the drawer member A connecting pipe laying method characterized in that the connecting pipe is disposed in an inserted state through the inside.

本発明に係る第1の形態によれば、複数の管材を連結し、一端を配管路の管路入口より挿入して管路出口から引き出すことにより配管路内を挿通した挿通状態で配設可能な連結管であり、管材は、屈曲自在な可撓管で構成され、各管材の端管部どうしを直接的または間接的に固着して管材間を連結する連結手段と、該連結手段による連結箇所および/またはその周辺の外周に設けた1個または2個以上の拡径体と、を有し、該拡径体の外周部を管材周面よりも外側に位置させて、挿通状態において配管路の内壁に当接し得るようにしたので、例えば、パイプインパイプ工法によって既設管内に外径の大きい新規管として本形態に係る連結管を配設する配管工事を行う場合、該連結管を既設管内に挿入し引き出しながら移動させる際に、管材外周面が既設管内壁との接触による損壊にさらされることなく、拡径体が当接し、連結管全体として当接する箇所が断続的になり管内部に円滑に挿通可能になって、管材外周部分に損傷を受けずに済み、耐久性に優れた敷設配管を行うことができる。しかも、内壁との接触量が少なくなって、引き出し時における摩擦抵抗が大幅に低減され、小さい引き込み力で引き出し作業を行えるため、引き出し用のワイヤーにかかる負荷が小さくなり、ワイヤーの巻き取り装置における駆動電源の低消費電力化により作業コストの低減を図ることができる。   According to the first embodiment of the present invention, a plurality of pipes can be connected, and one end can be inserted from the pipe inlet of the pipe and pulled out from the pipe outlet so that the pipe can be arranged in an inserted state. A connecting member for connecting the pipe members by directly or indirectly fixing the end pipe portions of each tube member, and a connection by the connecting member. One or two or more diameter-expanded bodies provided on the outer periphery of the location and / or the periphery thereof, and the pipe in the inserted state with the outer peripheral portion of the diameter-expanded body positioned outside the peripheral surface of the pipe material Since the pipe can be brought into contact with the inner wall of the road, for example, when performing pipe construction in which the connection pipe according to this embodiment is arranged as a new pipe having a large outer diameter in the existing pipe by the pipe-in-pipe method, the connection pipe is installed. When moving while inserting into the tube and pulling it out, Without the surface being exposed to damage due to contact with the existing inner wall of the pipe, the expanded body comes into contact, and the place where the entire connecting pipe comes into contact is intermittent and can be smoothly inserted into the pipe. It is possible to carry out laying piping excellent in durability without being damaged. Moreover, the amount of contact with the inner wall is reduced, the frictional resistance at the time of drawing is greatly reduced, and the drawing work can be performed with a small drawing force, so the load on the drawing wire is reduced, and the wire winding device The work cost can be reduced by reducing the power consumption of the drive power supply.

本発明に係る第2の形態によれば、拡径体は、連結箇所の外周の一部または全周にわたる長さ形状を有し、縦断面の形状が円弧形状を有するので、例えば、上記配管工事において、既設管内壁と拡径体との接触態様が面状にならず、線状もしくは線状に近い態様にな
り、円滑な挿通移動を促進して管材外周部分に損傷を受けずに済み、耐久性に優れた敷設配管を行える連結管を実現することができる。
According to the 2nd form which concerns on this invention, since a diameter-expansion body has a length shape over a part of outer periphery of a connection location, or the perimeter, and the shape of a longitudinal cross-section has circular arc shape, for example, said piping In the construction, the contact form between the existing pipe inner wall and the expanded body is not planar, but it is linear or nearly linear, which facilitates smooth insertion and avoids damage to the pipe outer periphery. In addition, it is possible to realize a connecting pipe that can perform laying piping having excellent durability.

本発明に係る第3の形態によれば、拡径体は、連結箇所の外周にわたる長さを有し、円環体様の形状を有するので、例えば、上記配管工事において、既設管内壁と拡径体との接触態様が面状にならず、線状もしくは線状に近い態様になり、円滑な挿通移動を促進して管材外周部分に損傷を受けずに済み、耐久性に優れた敷設配管を行える連結管を実現することができる。本形態に係る円環体様には、中空管材または中実軸材によるトーラス形状を使用することができる。   According to the third embodiment of the present invention, the diameter-enlarged body has a length extending over the outer periphery of the connecting portion and has a ring-like shape. Laying pipes with excellent durability that do not have a planar contact form with the diameter body, become linear or nearly linear, promote smooth insertion movement and prevent damage to the outer periphery of the pipe material Can be realized. The torus shape by a hollow tube material or a solid shaft material can be used for the torus-like form which concerns on this form.

本発明に係る第4の形態によれば、連結し合う各管材の端管部に嵌合する中継部材を有し、連結手段は、中継部材を介して管材間を連結し、拡径体は、中継部材の一部を拡径状に変形した変形部により形成したので、別体の拡径体を用いずに、中継部材を利用して拡径状に変形した変形部を形成して、例えば、上記配管工事において、該変形部を既設管内壁に当接させることにより、連結管全体として当接する箇所が断続的になり管内部に円滑に挿通可能になって、管材外周部分に損傷を受けずに済み、耐久性に優れた敷設配管を行える連結管を実現することができる。   According to the 4th form which concerns on this invention, it has a relay member fitted to the end pipe part of each pipe material to connect, a connection means connects between pipe materials via a relay member, and a diameter-expansion body is Since a part of the relay member is formed by the deformed part deformed to expand in diameter, the deformed part deformed to expand in diameter by using the relay member without using a separate diameter expanded body, For example, in the above piping work, the deformed portion is brought into contact with the existing pipe inner wall, so that the place where the entire connecting pipe comes into contact is intermittent and can be smoothly inserted into the pipe, and the outer peripheral portion of the pipe material is damaged. It is possible to realize a connecting pipe that can be installed and can be installed with excellent durability.

本発明に係る第5の形態によれば、拡径体は、円弧状の外周を有した軸材の複数組で構成され、複数組の各軸材は、軸材の稜線が管材外周より外側に位置するように、連結箇所を横断して管材の軸心方向に並設して固着したので、例えば、上記配管工事において、既設管内壁と拡径体との接触態様が面状にならず、線状の態様になり、円滑な挿通移動を促進して管材外周部分に損傷を受けずに済み、しかも該軸材の並設固着により管材連結強度を向上させ、耐久性に優れた敷設配管を行える連結管を実現することができる。   According to the fifth embodiment of the present invention, the diameter-enlarged body is composed of a plurality of sets of shaft members having an arcuate outer periphery, and each of the plurality of sets of shaft members has a ridge line of the shaft member outside the tube member outer periphery. As shown in FIG. 2, the contact state between the inner wall of the existing pipe and the expanded body is not planar, for example, in the above-described piping work because the pipes are arranged side by side in the axial direction and fixed. Laying piping that has a linear form, facilitates smooth insertion movement and does not damage the outer peripheral portion of the pipe material, and improves the connection strength of the pipe material by fixing the shafts in parallel, and has excellent durability Can be realized.

本発明に係る第6の形態によれば、可撓管は、ベローズ管により構成され、連結された複数の管材の各ベローズ管および拡径体の外周を被覆するベローズ伸長・変形防止用のブレード材を有するので、例えば、上記配管工事において、本形態に係る連結管を例えば、既設の水道管内に新規管として配設した場合、ベローズ管内に通水したときにベローズ管自身の蛇腹構造によりベローズ管に加わる衝撃を緩和し得るとともに、さらに、ベローズ管を覆うブレード材によって、ベローズ管に受ける水圧(外圧)を吸収、緩和して、外圧負荷によるベローズ管の伸び(ベローズ伸長)や変形を防止し得る耐衝撃性に優れた耐久性を具備した敷設配管を行える連結管を実現することができる。   According to the sixth aspect of the present invention, the flexible tube is constituted by a bellows tube, and the bellows tube for preventing expansion and deformation of the bellows that covers the outer periphery of each bellows tube and the expanded body of a plurality of connected pipe members. For example, when the connecting pipe according to this embodiment is arranged as a new pipe in an existing water pipe in the above-described piping work, for example, the bellows pipe itself has a bellows structure when water is passed through the bellows pipe. The impact applied to the tube can be mitigated, and the blade material covering the bellows tube absorbs and relaxes the water pressure (external pressure) applied to the bellows tube, preventing the bellows tube from being stretched (bellows stretched) and deformed by an external pressure load. It is possible to realize a connecting pipe capable of laying piping having durability with excellent impact resistance.

本発明に係る第7の形態によれば、端管部と拡径体との間に形成される隙間に、管材外周を超えない厚さの防食層を設けることにより、本形態に係る連結管を既設管路内に敷設した場合、該隙間に不要物(例えば、酸化物等の腐食物や含水物等)が堆積せず、防食性に富み、より優れた耐久性を具備した敷設配管を行える連結管を実現することができる。   According to the 7th form which concerns on this invention, by providing the anticorrosion layer of the thickness which does not exceed a pipe material outer periphery in the clearance gap formed between an end pipe part and a diameter expansion body, the connection pipe which concerns on this form Is installed in the existing pipeline, unnecessary pipes (such as oxides and other corrosive substances and hydrated substances) are not deposited in the gaps, and the laying pipes with excellent corrosion resistance and superior durability are installed. It is possible to realize a connecting pipe that can be used.

本発明に係る第8の形態によれば、第1の形態に係る連結管を既設管路に敷設する敷設方法であって、既設管路の埋設された箇所を掘削して、掘削により露出した既設配管の端部を切断し、連結管の一端に引き出し部材を取り付け、既設配管の一方の切断口より、連結管の一端を挿入して引き出し部材を介して他方の切断口から引き出すことにより既設管路内を挿通した挿通状態に連結管を配設するので、第1の形態に係る利点、すなわち、拡径体が当接して連結管全体として当接する箇所が断続的になり管内部に円滑に挿通可能になり、管材外周部分に損傷を受けずに済むといった特性を有した連結管を用いて、耐久性に優れた敷設配管を行うことができる。   According to the eighth aspect of the present invention, there is provided a laying method for laying the connecting pipe according to the first aspect on an existing pipe line, where a portion where the existing pipe line is buried is excavated and exposed by excavation. Cut the end of the existing pipe, attach a drawer member to one end of the connecting pipe, insert one end of the connecting pipe from one cutting port of the existing pipe, and pull it out from the other cutting port via the pulling member Since the connecting pipe is disposed in a state of being inserted through the pipe, the advantage of the first embodiment, that is, the portion where the expanded body abuts and the abutting as a whole of the connecting pipe is intermittent and the inside of the pipe is smooth. It is possible to perform laying piping excellent in durability by using a connecting pipe having such a characteristic that it can be inserted into the pipe and the outer periphery of the pipe material is not damaged.

図1は、本発明の一実施形態に係る連結管1を示す側面図である。FIG. 1 is a side view showing a connecting pipe 1 according to an embodiment of the present invention. 図2は、連結管1における拡径体2a〜2eおよび連結箇所Sの連結構造の一例および別の実施例の拡径体23、24を示す断面図である。FIG. 2 is a cross-sectional view showing an example of the connection structure of the enlarged diameter bodies 2a to 2e and the connection location S in the connection pipe 1 and the enlarged diameter bodies 23 and 24 of another embodiment. 図3は、連結管1の管材1a側の溶着構造を示す縦断面図である。FIG. 3 is a longitudinal sectional view showing a welded structure on the pipe 1a side of the connecting pipe 1. 図4は、さらに別の実施例の拡径体34を示す断面図である。FIG. 4 is a sectional view showing a diameter-expanded body 34 of still another embodiment. 図5は、中継部材と一体的に構成した拡径体を備えた連結管を示す断面図である。FIG. 5 is a cross-sectional view showing a connecting pipe provided with an enlarged body integrally formed with the relay member. 図6は、中継部材3間の溶着構成を示す斜視図である。FIG. 6 is a perspective view showing a welding configuration between the relay members 3. 図7は、連結管1を用いたパイプインパイプ工法による施工手順の一部を示す模式的地中断面図である。FIG. 7 is a schematic underground sectional view showing a part of the construction procedure by the pipe-in-pipe method using the connecting pipe 1. 図8は、連結管1を用いたパイプインパイプ工法による施工手順の一部を示す模式的地中断面図である。FIG. 8 is a schematic underground sectional view showing a part of the construction procedure by the pipe-in-pipe method using the connecting pipe 1. 図9は、連結管1を用いたパイプインパイプ工法による施工手順の一部を示す模式的地中断面図である。FIG. 9 is a schematic underground sectional view showing a part of the construction procedure by the pipe-in-pipe method using the connecting pipe 1. 図10は、図1〜図5とは異なる連結構造において実施可能な拡径体K1およびK2と、拡径体を具備していない場合の連結管を示す図である。FIG. 10 is a diagram showing the expanded diameter bodies K1 and K2 that can be implemented in a connection structure different from that in FIGS. 1 to 5 and a connection pipe when the expanded diameter body is not provided. 図11は、さらに別の実施例である拡径体14の側面図である。FIG. 11 is a side view of the enlarged diameter body 14 which is still another embodiment.

以下に、本発明に係る連結管の実施形態を添付した図面を参照して詳細に説明する。   Hereinafter, embodiments of a connecting pipe according to the present invention will be described in detail with reference to the accompanying drawings.

図1は、本発明の一実施形態に係る連結管1を示す。   FIG. 1 shows a connecting pipe 1 according to an embodiment of the present invention.

連結管1は、パイプインパイプ工法による配管施工に好適な複数管材の連結体である。図1の場合、6本の管材1a〜1fが列状に連結されている。各管材は、屈曲自在な可撓管で構成されている。各管材には、1m〜数mの長さを有するものを使用することができる。可撓管の端管部どうしは、連結手段としての溶接により溶着され、管材間は、固着、連結されている。管材間を溶着する連結手段による連結箇所Sには、管材の外径より大きい外径を有する拡径体2a〜2eが取着されている。両端の管材1a、1fの開放端には、他の管材と連結するための接合部材が取着可能な接合部1h、1gが設けられている。一方の接合部1gは、パイプインパイプ工法に用いるクランプ材4が結合可能になっている。クランプ材4は、略U字形形状を有した金具であり、その根元部分には、パイプインパイプ工法による配管施工作業時に引っ張り応力を加えるためのワイヤー5の一端が固定されている。連結管1の全長にわたって管材1a〜1fおよび拡径体2a〜2eの外周を覆う保護材12が被着されている。なお、図1においては、拡径体2a〜2eおよび連結箇所Sの詳細構造は後述するので、模式的に示し、各位置関係のみを示している。各可撓管の外周には、後述の図3に示すブレード材9が被着されているが、図1においては省略している。   The connecting pipe 1 is a connecting body of a plurality of pipe materials suitable for piping work by a pipe-in-pipe method. In the case of FIG. 1, six pipe materials 1a to 1f are connected in a row. Each tube is composed of a flexible tube that can be bent. As each pipe, one having a length of 1 m to several m can be used. The end pipe portions of the flexible pipe are welded together by welding as a connecting means, and the pipe materials are fixed and connected. Diameter expansion bodies 2a to 2e having an outer diameter larger than the outer diameter of the pipe material are attached to the connection portion S by the connecting means for welding the pipe materials. At the open ends of the pipe materials 1a and 1f at both ends, there are provided joint portions 1h and 1g to which joint members for connecting to other pipe materials can be attached. One joint 1g can be coupled to a clamp member 4 used in the pipe-in-pipe method. The clamp member 4 is a metal fitting having a substantially U-shape, and one end of a wire 5 for applying a tensile stress during pipe construction work by the pipe-in-pipe method is fixed to the base portion. A protective material 12 that covers the outer circumferences of the pipe materials 1a to 1f and the expanded diameter bodies 2a to 2e is attached over the entire length of the connecting pipe 1. In addition, in FIG. 1, since the detailed structure of the diameter expansion bodies 2a-2e and the connection location S is mentioned later, it has shown typically and only each positional relationship is shown. A blade member 9 shown in FIG. 3 described later is attached to the outer periphery of each flexible tube, but is omitted in FIG.

可撓管は、ベローズ成形された金属製管(ベローズ管)により可撓性を帯びた管材で構成されている。可撓管には、例えば、ステンレス(SUS)鋼材の素管を管軸方向に圧縮しながら、略U字形のベローズ形状に加工したフレキシブル管を使用することができる。ベローズ形状には、略U字形に限らず、例えば、略コ字形、略3角形等に、また、連続波形状ないし不連続波形状を使用することができる。   The flexible tube is formed of a flexible tube material by a bellows-shaped metal tube (bellows tube). As the flexible tube, for example, a flexible tube processed into a substantially U-shaped bellows shape while compressing a stainless steel (SUS) raw material tube in the tube axis direction can be used. The bellows shape is not limited to a substantially U shape, and for example, a substantially U shape, a substantially triangular shape, etc., and a continuous wave shape or a discontinuous wave shape can be used.

ブレード材9は、SUS等の金属製ワイヤーで網筒状にしたベローズ伸長・変形防止用カバーである。ブレード材には、例えば、帯状の金属薄板を網目状に織成したリボンブレードあるいは金属ワイヤーを網目状に織成したワイヤーブレードを使用することができる。可撓管内に流体(例えば、上下水道の水)が流通したときに可撓管自身の蛇腹構造により可撓管に加わる衝撃を緩和し得るとともに、さらに、可撓管を覆うブレード材9によって、可撓管に受ける水圧(外圧)を吸収、緩和して、外圧負荷による可撓管の伸びや変形
を防止し得る耐衝撃性を確保することができる。図1では省略しているが、ブレード材9の外周には、防食用の保護材12が巻き付けられている。保護材12には、例えば、絶縁性の樹脂製あるいは布製のテープ材を使用することができる。
The blade member 9 is a bellows extension / deformation prevention cover made of a metal wire such as SUS into a net tube shape. As the blade material, for example, a ribbon blade obtained by weaving a strip-shaped metal thin plate in a mesh shape or a wire blade obtained by weaving a metal wire in a mesh shape can be used. When fluid (for example, water for water and sewage) flows in the flexible tube, the impact applied to the flexible tube can be reduced by the bellows structure of the flexible tube itself, and further, by the blade material 9 covering the flexible tube, The water pressure (external pressure) applied to the flexible tube can be absorbed and relaxed to ensure impact resistance that can prevent the flexible tube from being stretched or deformed by an external pressure load. Although omitted in FIG. 1, a protective material 12 for anticorrosion is wound around the outer periphery of the blade material 9. For the protective material 12, for example, an insulating resin or cloth tape material can be used.

図2は、拡径体2a〜2eおよび連結箇所Sの連結構造の一例を示す。同図(2A)は、連結箇所S周辺の縦断面を示し、同図(2B)は、(2A)のA−A矢視断面を示す。図2は、管材1aと1b間の連結構造を示し、その他の管材間も同様の連結構造になっている。   FIG. 2 shows an example of a connection structure of the enlarged diameter bodies 2a to 2e and the connection portion S. The figure (2A) shows the longitudinal cross section of the connection location S periphery, and the figure (2B) shows the AA arrow cross section of (2A). FIG. 2 shows a connection structure between the pipe materials 1a and 1b, and the other pipe materials have the same connection structure.

図3は、管材1a側の溶着構造を示す。管材1b側においても同様の溶着構造になっている。   FIG. 3 shows a welded structure on the tube 1a side. A similar welding structure is provided on the tube 1b side.

管材1a、1bのベローズ部6の端管部である終端部8は、ベローズ部分7より縮径されている。各終端部8には、短長のSUS製管材で構成された中継部材3が溶接により溶着されている。中継部材3は、各ベローズ部6の外周に密着して外嵌され嵌合可能な内径を有する。管材1aと1b間は、中継部材3どうしを突き合わせ、その突き合わせ部分を溶接により溶着することにより固着、連結されている。中継部材3どうしの溶着箇所の溶接ラインMLは、各ベローズ部6の管端EP間の中間に位置している。   A terminal portion 8 which is an end tube portion of the bellows portion 6 of the pipe materials 1 a and 1 b is reduced in diameter from the bellows portion 7. A relay member 3 made of a short SUS pipe material is welded to each end portion 8 by welding. The relay member 3 has an inner diameter that can be fitted and fitted to the outer periphery of each bellows portion 6 in close contact. The pipe members 1a and 1b are fixed and connected by abutting the relay members 3 and welding the butted portions by welding. The welding line ML at the welding position between the relay members 3 is located between the pipe ends EP of the bellows portions 6.

ベローズ部6の終端部8に嵌合させた中継部材3の端部上に、リング状のSUS等の金属製円板10が挿着される。円板10の貫通部は、終端部8および中継部材3の端部の重合箇所に挿通可能な内径を有する。円板10は、中継部材3の端部上にて溶着される。図3の符号13は、中継部材3と終端部8との溶着部分を示し、同図の15は、中継部材3と円板10との溶着部分を示している。   A ring-shaped metal disc 10 such as SUS is inserted on the end portion of the relay member 3 fitted to the end portion 8 of the bellows portion 6. The penetrating portion of the disc 10 has an inner diameter that can be inserted through the terminal portion 8 and the overlapping portion at the end of the relay member 3. The disc 10 is welded on the end of the relay member 3. 3 indicates a welded portion between the relay member 3 and the terminal portion 8, and 15 in FIG. 3 indicates a welded portion between the relay member 3 and the disk 10.

ブレード材9の端部は、円板10上に延長し、該端部上には、管部材のリング体11が嵌合されている。ブレード材9の端部およびリング体11は、円板10に溶着されている。図3の16は、ブレード材9の端部およびリング体11と、円板10との溶着部分を示している。   An end portion of the blade member 9 extends on the disc 10, and a ring body 11 of a pipe member is fitted on the end portion. The end of the blade material 9 and the ring body 11 are welded to the disc 10. Reference numeral 16 in FIG. 3 denotes a welded portion between the end of the blade material 9 and the ring body 11 and the disk 10.

中継部材3どうしの溶着箇所には、拡径体17が挿入されて、溶接により該溶着箇所に溶着されている。拡径体17は、連結箇所の外周にわたる長さ形状を有し、円環体(トーラス)様の全体形状を有する。拡径体17の外周位置は、管材1a、1bよりも大きく、リング体11の厚さを超えた位置に設定され、拡径体外周は、管材周面よりも外側に位置している。保護材12は、管材1a、1b、リング体11および拡径体17を覆うように被着されている。(2A)に示すように、拡径体17の付近で若干、突状に膨れている。   A diameter-enlarged body 17 is inserted into a welding location between the relay members 3 and is welded to the welding location by welding. The enlarged diameter body 17 has a length shape that extends over the outer periphery of the connecting portion, and has an overall shape like a torus. The outer peripheral position of the enlarged diameter body 17 is set to a position that is larger than the pipe materials 1a and 1b and exceeds the thickness of the ring body 11, and the outer circumference of the enlarged diameter body is located outside the peripheral surface of the tubular material. The protective material 12 is attached so as to cover the pipe materials 1 a and 1 b, the ring body 11, and the diameter-enlarged body 17. As shown in (2A), it slightly bulges in the vicinity of the enlarged diameter member 17 in a protruding shape.

図6は、中継部材3間の溶着構成を示す。同図(6A)は、中継部材3間の溶着部分を示し、(6B)は、該溶着部分上に溶着される拡径体17を示す。   FIG. 6 shows a welding configuration between the relay members 3. FIG. 6A shows a welded portion between the relay members 3, and FIG. 6B shows a diameter-expanded body 17 that is welded onto the welded portion.

中継部材3の突き合わせ傾斜部20に溶着部21を形成した後、拡径体17を溶着部21上に載置した状態で溶着して、拡径体17は、溶接ラインML上に沿って固着されている。(6B)の符号22は、拡径体17を溶着部21上に溶着した溶着部分を示している。   After forming the welding part 21 in the butt | inclination inclination part 20 of the relay member 3, it welds in the state which mounted the diameter expansion body 17 on the welding part 21, and the diameter expansion body 17 adheres along the welding line ML. Has been. Reference numeral 22 in (6B) indicates a welded portion in which the expanded body 17 is welded onto the welded portion 21.

ベローズ部6と拡径体17との間で、中継部材3上に形成される隙間には、管材外周を超えない厚さの防食層19が充填状に設けられている。防食層19には、例えば、ペトロラタムテープ等の防食部材を使用することができる。保護材12は、防食層19も覆うように設けられている。連結管1を既設管路内に敷設した場合、ベローズ部6と拡径体17との間で、中継部材3上に形成される隙間に不要物(例えば、酸化物等の腐食物や含水物
等)が堆積せず、防食性に富み、より優れた耐久性を具備した敷設配管を行うことができる。
In the gap formed on the relay member 3 between the bellows portion 6 and the diameter-enlarged body 17, an anticorrosion layer 19 having a thickness not exceeding the outer periphery of the pipe material is provided in a filling state. For the anticorrosion layer 19, for example, an anticorrosion member such as a petrolatum tape can be used. The protective material 12 is provided so as to cover the anticorrosion layer 19. When the connecting pipe 1 is laid in the existing pipe line, unnecessary material (for example, corrosive substances such as oxides or water-containing substances) is formed in the gap formed on the relay member 3 between the bellows portion 6 and the enlarged diameter body 17. Etc.) does not accumulate, the anticorrosion property is high, and the laying piping having higher durability can be performed.

連結管1の敷設工法を施工例を基に以下に説明する。   The laying method of the connecting pipe 1 will be described below based on a construction example.

図7、図8および図9は、連結管1を用いたパイプインパイプ工法による施工手順を示す。   7, 8, and 9 show a construction procedure by a pipe-in-pipe method using the connecting pipe 1.

図7に示すように、舗装道路bおよび歩道cが形成された地面の地中aに、水道用管路の既設管路が埋設されている。既設管路は、舗装道路b下に埋設された中央管路e、歩道c側に埋設された、中央管路eより上段に配管された管路fおよび管路e、fの接続管路iからなり、これらの管路全長は、10mを超えている。既設管路には、例えば、ダクタイル鋳造管が一般的に使用されている。なお、本発明は、管路全長が10m未満の場合にも適用することができる。   As shown in FIG. 7, an existing pipe for a water supply pipe is buried in the ground a on which a paved road b and a sidewalk c are formed. The existing pipelines are a central pipeline e buried below the paved road b, a pipeline f buried on the side of the sidewalk c and piped above the central pipeline e, and a connecting pipeline i between the pipelines e and f. The total length of these pipe lines exceeds 10 m. For example, a ductile cast pipe is generally used for the existing pipe line. In addition, this invention is applicable also when a pipe line full length is less than 10 m.

既設管路の埋設された箇所を舗装道路bを挟んで歩道c側を掘削して、立坑dを2か所設ける。立坑dによって露出した既設配管の両端を切断して接続管路iは除去される。このとき、中央管路eに設けられていた接合部材hも取り外して除去される。管路fに設けられていた接合部材gは、連結管1との接合連結に再利用される。なお、接合部材gも新規接合部材に取り換えるようにすることもできる。   Two side shafts d are provided by excavating the side of the sidewalk c across the paved road b with the existing pipe line buried. The connecting pipe line i is removed by cutting both ends of the existing pipe exposed by the vertical shaft d. At this time, the joining member h provided in the central pipeline e is also removed and removed. The joint member g provided in the pipe line f is reused for joint connection with the connection pipe 1. The joining member g can be replaced with a new joining member.

図8は、パイプインパイプ工法による連結管1の敷設作業を示す。連結管1は、あらかじめ巻き取り装置W1に巻き取らせた状態で作業現場に搬入される。連結管1の一端側に取り付けたクランプ材4に取着した引き出し部材のワイヤー5は、中央管路eの一方の切断口e1より挿入し、他方の切断口e2から引き出されて巻き取り装置W2に結合される。図8においては、巻き取り装置W1、W2は、模式的に拡大して示されている。   FIG. 8 shows the laying operation of the connecting pipe 1 by the pipe-in-pipe method. The connecting pipe 1 is carried into the work site in a state in which the connecting pipe 1 is wound in advance by the winding device W1. The wire 5 of the drawing member attached to the clamp member 4 attached to one end side of the connecting pipe 1 is inserted from one cutting port e1 of the central pipe line e, and is pulled out from the other cutting port e2 and taken up by the winding device W2. Combined with In FIG. 8, the winding devices W1 and W2 are schematically enlarged.

巻き取り装置W2を回転駆動することにより、ワイヤー5は巻き取られていき、それに伴って連結管1は、中央管路e内に進入し切断口e2から引き出される。連結管1の前端側を巻き取り装置W2側の管路fに接続可能な位置に達したときに、既設管路内を挿通した挿通状態における、連結管1による新規管の配設が完了する。   When the winding device W2 is driven to rotate, the wire 5 is wound up, and the connecting tube 1 enters the central conduit e and is pulled out from the cutting port e2. When the front end side of the connecting pipe 1 reaches a position where it can be connected to the pipe f on the winding device W2 side, the arrangement of the new pipe by the connecting pipe 1 is completed in the inserted state where the existing pipe is inserted. .

図9は、連結管1による新規管の敷設状態を示す。   FIG. 9 shows a state where a new pipe is laid by the connecting pipe 1.

切断口e2から引き出された連結管1の前端側には、管路fの接合部材gと接合するための接合フランジの接合部材1iが取り付けられる。接合部材1iと接合部材gとをボルト・ナットによる締結により連結管1の前端は管路fと固着、連結される。連結管1は、前端と管路fとの連結により終端側が丁度、反対側の管路fと連結可能な全長に採寸されており、終端側にも接合フランジの接合部材1iが取り付けられ、反対側の管路fの接合部材gとをボルト・ナットによる締結により該終端は管路fと固着、連結される。両端における接合部材どうしの連結により通水可能に連結管1の敷設が完了する。管路との連結手段は、ボルト・ナットによるフランジ接合によるものに限らず、管路端どうしを突き合わせ溶接する溶接手段等を使用することができる。連結管1の敷設完了により立坑dを埋め戻すことによって敷設作業は終了する。なお、中央管路eと連結管1の間には、挿通可能にするために若干の隙間が生ずるので、切断口e1、e2の近傍e3はモルタル材Mで封止しておくのが好ましい。切断口近傍e3のみを封止することで、再度新規管を取り換える際の開封作業が簡易になる利点がある。   The joining member 1i of the joining flange for joining with the joining member g of the pipe line f is attached to the front end side of the connecting pipe 1 drawn out from the cutting port e2. By fastening the joining member 1i and the joining member g with bolts and nuts, the front end of the connecting pipe 1 is fixedly connected to the pipe line f. The connecting pipe 1 is dimensioned to the total length that can be connected to the opposite pipe f by connecting the front end and the pipe f, and the connecting flange 1 is also attached to the end of the connecting pipe 1 on the opposite side. By fastening the joint member g of the pipe f on the side with bolts and nuts, the end is fixed and connected to the pipe f. Installation of the connecting pipe 1 is completed so that water can be passed by connecting the joining members at both ends. The connection means with the pipe line is not limited to the one by flange joining with bolts and nuts, and a welding means or the like that butt welds the pipe ends can be used. The laying operation is completed by refilling the vertical shaft d upon completion of the laying of the connecting pipe 1. Since a slight gap is formed between the central pipe line e and the connecting pipe 1 so that it can be inserted, it is preferable to seal the vicinity e3 of the cutting openings e1 and e2 with a mortar material M. By sealing only the vicinity of the cutting opening e3, there is an advantage that the opening operation when the new pipe is replaced again becomes simple.

連結管1は、屈曲自在な可撓管で構成され、各管材の端管部どうしを固着して連結し、該連結箇所の外周に設けた拡径体17を有し、拡径体17の外周を管材の外周より大きく
して、上記新規管の敷設作業における図8で述べた挿通作業時において、中央管路eの内壁に当接し得るようになっている。図10の(10C)は、拡径体17を具備していない状態を示す。拡径体17を具備していない状態では、パイプインパイプ工法により既設管内に挿入し引き出しながら移動させる際に各管材の外周は、既設管内壁との接触による損壊にさらされ、損傷を受けてしまう。
The connecting pipe 1 is composed of a flexible tube that can be bent, and has end diameter parts 17 fixed to each other and connected to each other, and has an enlarged body 17 provided on the outer periphery of the connected portion. The outer periphery is made larger than the outer periphery of the pipe material so that it can come into contact with the inner wall of the central pipe line e during the insertion operation described in FIG. (10C) of FIG. 10 shows a state in which the expanded body 17 is not provided. When the expanded body 17 is not provided, the outer periphery of each pipe member is exposed to damage due to contact with the inner wall of the existing pipe when it is moved while being inserted into and pulled out from the existing pipe by the pipe-in-pipe method. End up.

本実施形態においては、既設管内に外径の大きい新規管として連結管1を配設する配管工事をパイプインパイプ工法により行う場合、連結管1を既設管内に挿入し引き出しながら移動させる際に、外周面が既設管内壁との接触による損壊にさらされることなく、拡径体17が当接するので、拡径体17を具備していない状態と比べて中央管路eの内壁との接触量が少なくなる。したがって、連結管1を敷設する場合、既設管内に挿入して引き出す際の摩擦抵抗が大幅に低減されるので、小さい引き込み力で引き出し作業を行うことができ、連結管全体として当接する箇所が断続的になり管内部に円滑に挿通可能になって、管材外周部分に損傷を受けずに済み、耐久性に優れた敷設配管を行うことができる。連結管1によれば、小さい引き込み力で引き出し作業を行えるため、引き出し用のワイヤーにかかる負荷が小さくなり、ワイヤー5の巻き取り装置W2における駆動電源の低消費電力化により作業コストの低減を図ることができる。さらに、本発明に係る連結管は、既設配管の長さが長くなっても、管材の連結数で調整でき、しかも管材の多連数が多くなっても外周部分に損傷を受けずに済み、耐久性に優れた敷設配管を実施することができる。   In the present embodiment, when pipe work for arranging the connecting pipe 1 as a new pipe having a large outer diameter in the existing pipe is performed by a pipe-in-pipe method, when the connecting pipe 1 is moved while being inserted and pulled out, Since the diameter-enlarged body 17 abuts on the outer peripheral surface without being damaged by contact with the inner wall of the existing pipe, the amount of contact with the inner wall of the central pipe line e is smaller than that in the state where the diameter-enlarged body 17 is not provided. Less. Therefore, when the connecting pipe 1 is laid, the frictional resistance when it is inserted into and pulled out from the existing pipe is greatly reduced, so that the drawing work can be performed with a small pulling force, and the place where the entire connecting pipe comes into contact is intermittent. Therefore, the pipe can be smoothly inserted into the inside of the pipe, and the outer peripheral portion of the pipe can be prevented from being damaged. According to the connecting pipe 1, the drawing work can be performed with a small pulling force, so the load applied to the drawing wire is reduced, and the work cost is reduced by reducing the power consumption of the drive power supply in the winding device W <b> 2 of the wire 5. be able to. Furthermore, the connecting pipe according to the present invention can be adjusted by the number of pipes connected even if the length of the existing pipe is long, and the outer peripheral part is not damaged even if the number of multiple pipes increases. Laying piping excellent in durability can be implemented.

連結管1を既設管路に敷設する敷設方法において、図7〜図9に示したように、既設管路の埋設された箇所を掘削して、掘削により露出した既設配管の両端を切断し、連結管1の一端に引き出し部材のワイヤー5を取り付け、既設配管の一方の切断口e1より、連結管1の一端を挿入してワイヤー5を介して他方の切断口e2から引き出すことにより既設管路内を挿通した挿通状態に連結管1を配設することができる。したがって、本実施形態に係る敷設方法によれば、ワイヤー5の引き出し作業時に拡径体17が当接して連結管全体として当接する箇所が断続的になり管内部に小さい引き込み力で円滑に挿通作業を実施でき、管材外周部分に損傷を受けずに済むといった特性を有した連結管1を用いて、耐久性に優れた敷設配管を行うことができる。連結管1は、6本の管材1a〜1fを連結した場合であるが、本発明においては、新規管として取り換える配管路の長さに応じて、管材の連結数を設定することができる。なお、連結管1は、既設管路の敷設に限らず、新設管路としても使用することができる。新設管路の敷設の際には、例えば、敷設すべき地中に形成した隧道に連結管1を挿通させて敷設可能になる。   In the laying method of laying the connecting pipe 1 in the existing pipe line, as shown in FIGS. 7 to 9, the buried pipes in the existing pipe line are excavated, and both ends of the existing pipe exposed by the excavation are cut. An existing pipe line is obtained by attaching a wire 5 as a drawer member to one end of the connecting pipe 1 and inserting one end of the connecting pipe 1 from one cutting port e1 of the existing pipe and pulling it out from the other cutting port e2 through the wire 5. The connecting pipe 1 can be arranged in an inserted state inserted through the inside. Therefore, according to the laying method according to the present embodiment, when the wire 5 is pulled out, the diameter-enlarged body 17 abuts and the place where the entire connecting pipe abuts is intermittently inserted smoothly into the pipe with a small pulling force. It is possible to carry out laying pipes having excellent durability by using the connecting pipe 1 having such a characteristic that the outer peripheral portion of the pipe material is not damaged. The connecting pipe 1 is a case where six pipe materials 1a to 1f are connected, but in the present invention, the number of connecting pipe materials can be set in accordance with the length of a pipeline to be replaced as a new pipe. The connecting pipe 1 can be used not only as an existing pipe line but also as a new pipe line. When laying a new pipeline, for example, the connecting pipe 1 can be inserted through a tunnel formed in the ground to be laid.

本発明に係る拡径体は、1個に限らず、2個以上使用することができる。図2の(2C)および(2D)は、2個の拡径体23、24を各管端部に配置した別の実施例を示す。図2の(2C)、(2D)において、(2A)および(2B)の実施例と同一部材には同じ符号を付している。   The diameter-expanded body according to the present invention is not limited to one and can be used two or more. (2C) and (2D) of FIG. 2 show another embodiment in which two diameter-expanding bodies 23 and 24 are arranged at each pipe end. In (2C) and (2D) of FIG. 2, the same members as those in the embodiments of (2A) and (2B) are denoted by the same reference numerals.

拡径体23、24は、拡径体17と同様に円環体様の全体形状を有し、中継部材3どうしの溶着箇所を挟んで連結箇所周辺のベローズ部6の根元部分に溶着されて固着されている。中継部材3上の拡径体23、24の間の隙間には、(2A)と同様の防食層19が充填状に設けられ、防食対策を施している。拡径体23、24の配置により、(2A)および(2B)の実施例と同様に、各拡径体の外周を管材周面よりも外側に位置させて、上記新規管の敷設作業における挿通作業時において、配管路の内壁に当接し得るようになっている。したがって、拡径体23、24を備えた連結管によれば、前記実施形態と同様に、該連結管を既設管内に挿入し引き出しながら移動させる際に、外周面が既設管内壁との接触による損壊にさらされることなく、拡径体23、24が当接し、連結管全体として当接する箇所が断続的になり管内部に円滑に挿通可能になって、管材外周部分に損傷を受けずに済み、耐久性に優れた敷設配管を行うことができる。   The enlarged-diameter bodies 23 and 24 have an annular shape like the enlarged-diameter body 17 and are welded to the base portion of the bellows part 6 around the connection place with the welded place between the relay members 3 interposed therebetween. It is fixed. An anticorrosion layer 19 similar to (2A) is provided in the gap between the enlarged diameter bodies 23 and 24 on the relay member 3 so as to take anticorrosion measures. As in the embodiments of (2A) and (2B), the arrangement of the enlarged diameter bodies 23 and 24 allows the outer circumference of each enlarged diameter body to be positioned outside the peripheral surface of the pipe material, and is inserted in the laying operation of the new pipe. At the time of work, it can come into contact with the inner wall of the pipeline. Therefore, according to the connecting pipe provided with the enlarged diameter members 23 and 24, when the connecting pipe is inserted into the existing pipe and moved while being pulled out, the outer peripheral surface is brought into contact with the inner wall of the existing pipe as in the above embodiment. Without being exposed to damage, the expanded diameter members 23 and 24 come into contact with each other, and the contact portion as a whole of the connecting tube is intermittently inserted smoothly into the tube, so that the outer peripheral portion of the tube material is not damaged. It is possible to carry out laying pipes excellent in durability.

図4は、さらに別の拡径体34の実施例を示す。   FIG. 4 shows another embodiment of the enlarged diameter body 34.

図4の場合、12本の短尺状の軸材により拡径体34の複数組で構成されている。各軸材は、互いに溶着された一対の中継部材3の長さより短く、円弧状の外周を有した管材からなる。12本の拡径体34は、ベローズ部6どうしの連結箇所で、中継部材3上面に連結管の中心軸方向に沿って均等に配置され、溶接により溶着されている。図4の符号35は、拡径体34の溶着部分を示している。拡径体34の各軸材は、軸材の稜線が管材外周より外側に位置するように、連結箇所を横断して溶着、固着されている。   In the case of FIG. 4, it is comprised by the multiple sets of the enlarged diameter body 34 by the twelve short shaft members. Each shaft member is made of a tube material having an arcuate outer periphery that is shorter than the length of the pair of relay members 3 welded to each other. The twelve diameter-increased bodies 34 are evenly arranged on the upper surface of the relay member 3 along the central axis direction of the connecting pipe at the connecting portions of the bellows portions 6 and welded by welding. Reference numeral 35 in FIG. 4 indicates a welded portion of the enlarged diameter body 34. Each shaft member of the enlarged diameter body 34 is welded and fixed across the connecting portion so that the ridge line of the shaft member is located outside the outer periphery of the pipe member.

図4の実施例では、拡径体34は、円弧状の外周を有した軸材の複数組で構成され、複数組の各軸材は、軸材の軸心方向の稜線が管材外周より外側に位置するように、連結箇所を横断して該軸心方向に並設して固着しているので、図7〜図9に示した配管工事において、既設管内壁と拡径体との接触態様が面状にならず、線状の態様になり、小さい引き込み力で円滑な挿通移動を促進して管材外周部分に損傷を受けずに済み、しかも該軸材の並設固着により管材連結強度を向上させ、耐久性に優れた敷設配管を行うことができる。図4の場合も、拡径体34どうしの隙間に、前記実施形態の防食像19と同様の防食材を埋設して防食対策を施すことができる。   In the embodiment of FIG. 4, the diameter-expanded body 34 is configured by a plurality of sets of shaft members having an arcuate outer periphery, and each of the plurality of sets of shaft members has a ridge line in the axial direction of the shaft member outside the outer periphery of the tube material In the piping work shown in FIGS. 7 to 9, in the piping work shown in FIGS. 7 to 9, the contact state between the existing pipe inner wall and the expanded body However, it does not become planar, it becomes a linear form, it is possible to promote smooth insertion movement with a small pulling force so that the outer peripheral portion of the pipe is not damaged, and the pipe connection strength is increased by fixing the shafts in parallel. It is possible to improve and improve the durability of the installed piping. Also in the case of FIG. 4, anticorrosion measures can be taken by embedding an anticorrosion material similar to the anticorrosion image 19 of the above-described embodiment in the gap between the enlarged diameter bodies 34.

本発明に係る拡径体は、中継部材3とは別個の部材を用いずに中継部材と一体的に構成することができる。   The diameter-enlarged body according to the present invention can be configured integrally with the relay member without using a member separate from the relay member 3.

図5の(5A)および(5C)は、それぞれ、中継部材と一体的に構成した拡径体を備えた連結管の2例を示す。同図(5B)は、(5A)のC−C矢視断面を示す。同図(5D)は、(5C)のD−D矢視断面を示す。   (5A) and (5C) of FIG. 5 each show two examples of a connecting pipe provided with a diameter-enlarged body integrally formed with a relay member. The figure (5B) shows the CC arrow cross section of (5A). The figure (5D) shows the DD arrow cross section of (5C).

図5の(5A)の場合、中継部材25は、図2の場合の中継部材3と同様に端管部に嵌合し得る管材で構成され、中継部材25を介して管材1a、1b間を連結している。拡径体26は、中継部材25の中間部分をベローズ状に拡径状に丸みを帯びて変形した変形部により形成されている。該変形部の円周状の稜線は管材外周より外側に位置するように形成されている。一対の中継部材25は、各拡径体26が対向するように突き合わされて溶着されている。図2の場合と同様に、ベローズ部6と拡径体26との間で、中継部材25上に形成される3箇所の隙間には、管材外周を超えない厚さの防食層27が充填状に設けられ、防食対策が施されている。   In the case of (5A) in FIG. 5, the relay member 25 is configured by a tube material that can be fitted to the end pipe portion in the same manner as the relay member 3 in FIG. 2, and between the tube materials 1 a and 1 b via the relay member 25. It is connected. The diameter-enlarged body 26 is formed by a deformed portion obtained by rounding the intermediate portion of the relay member 25 into a bellows-like shape with a rounded shape. The circumferential ridge line of the deformed portion is formed so as to be located outside the outer periphery of the pipe material. The pair of relay members 25 are abutted and welded so that the respective enlarged diameter bodies 26 face each other. As in the case of FIG. 2, the anticorrosion layer 27 having a thickness not exceeding the outer periphery of the pipe material is filled in three gaps formed on the relay member 25 between the bellows portion 6 and the enlarged diameter body 26. Is provided with anti-corrosion measures.

(5A)の拡径体26の場合、別体の拡径体を用いずに済み、中継部材25を利用して拡径状に変形した変形部を形成して構成されているので、図7〜図9に示した、上記配管工事において、該変形部を既設管内壁に当接させることにより、連結管全体として当接する箇所が断続的になり管内部に小さい引き込み力で円滑に挿通可能になって、管材外周部分に損傷を受けずに済み、耐久性に優れた敷設配管を行うことができる。   In the case of the enlarged body 26 of (5A), it is not necessary to use a separate enlarged body, and the relay member 25 is used to form a deformed portion that is deformed into an enlarged diameter. In the above-described piping work shown in FIG. 9, by contacting the deformed portion with the existing pipe inner wall, the place where the entire connecting pipe comes into contact is intermittent and can be smoothly inserted into the pipe with a small pulling force. Thus, it is not necessary to damage the outer peripheral portion of the pipe material, and it is possible to perform laying piping having excellent durability.

(5C)の連結管の場合、各端管部に固着される中継部材28、29は、溶着される部分が拡径された拡径体30、31を備えている。中継部材28、29は、図2の場合の中継部材3と同様に端管部に嵌合し得る管材で構成され、中継部材25を介して管材1a、1b間を連結している。拡径体30、31は、管材外周より外側に位置するように拡径されている。一対の中継部材28、29は、突き合わされて溶着されている。図2の場合と同様に、ベローズ部6と拡径体26との間で、中継部材28、29上に形成される2所の隙間には、管材外周を超えない厚さの防食層32、33が充填状に設けられ、防食対策が施されている。   In the case of the connecting pipe of (5C), the relay members 28 and 29 fixed to the end pipe portions are provided with enlarged diameter bodies 30 and 31 in which the welded portions are enlarged in diameter. The relay members 28 and 29 are made of a tube material that can be fitted to the end pipe portion, similarly to the relay member 3 in the case of FIG. 2, and connect the tube materials 1 a and 1 b via the relay member 25. The diameter-expanded bodies 30 and 31 are expanded in diameter so as to be located outside the outer periphery of the pipe material. The pair of relay members 28 and 29 are abutted and welded. As in the case of FIG. 2, the anticorrosion layer 32 having a thickness not exceeding the outer periphery of the pipe material is formed in two gaps formed on the relay members 28 and 29 between the bellows portion 6 and the enlarged diameter body 26. 33 is provided in a filling form and anticorrosion measures are taken.

(5C)の拡径体30、31の場合、(5A)の拡径体26と同様に、別体の拡径体を用いずに済み、中継部材28、29を利用して拡径状に変形した変形部を形成して構成されているので、図7〜図9に示した、上記配管工事において、該変形部を既設管内壁に当接させることにより、連結管全体として当接する箇所が断続的になり管内部に小さい引き込み力で円滑に挿通可能になって、管材外周部分に損傷を受けずに済み、耐久性に優れた敷設配管を行うことができる。なお、上記の拡径体17等は、単一の軸材で構成される場合に限定されず、例えば、半分に分割して複数材で一体化して構成することができる。   In the case of the expanded diameter bodies 30 and 31 of (5C), it is not necessary to use a separate expanded diameter body like the expanded diameter body 26 of (5A), and the diameter is increased by using the relay members 28 and 29. Since the deformed deformed portion is formed, in the above-described piping work shown in FIGS. 7 to 9, the deformed portion is brought into contact with the existing inner wall of the pipe, so that the contact portion as a whole of the connecting pipe is It becomes intermittent and can be smoothly inserted into the pipe with a small pulling force, so that the outer peripheral portion of the pipe material is not damaged, and laying piping excellent in durability can be performed. In addition, said diameter expansion body 17 grade | etc., Is not limited to when comprised with a single shaft material, For example, it can divide | segment into half and can be comprised by integrating with multiple materials.

図1〜図5の連結管は、中継部材を介して管材を間接的に連結した連結構造を有するが、本発明は、中継部材を用いずに管材を直接的に連結する直結構造(いわゆるイモ継構造)の連結管にも適用することができる。   1 to 5 has a connection structure in which pipe members are indirectly connected via a relay member, the present invention has a direct connection structure in which pipe materials are directly connected without using a relay member (so-called immo). It can also be applied to a connecting pipe having a joint structure.

図10の(10A)および(10B)は、それぞれ、直結構造の連結管に用いる拡径体K1、K2を示す。   (10A) and (10B) of FIG. 10 respectively show the expanded bodies K1 and K2 used for the connecting pipe having a direct connection structure.

中継部材を介して連結した連結構造の連結管には、終端部8で示したような縮径された端部を有するベローズ管が用いられる。これに対し、直結構造の連結管は、終端部8のような縮径された端部を有しないベローズ管B1、B2、またはB5、B6どうしを溶着、連結する連結構造を有する。(10A)の場合、ベローズ管B1、B2の各端部B3、B4は、一部が除去され、その除去部分を対向させた隙間に拡径体K1が介挿されている。拡径体K1は、軸材をリング状にした円環体で構成されている。拡径体K1を該隙間に介挿した状態で溶接により溶着される。(10A)の符号m1、m2は、拡径体K1とベローズ管B1、B2の各端部B3、B4との溶着部分を示している。拡径体K1の外周の稜線は、ベローズ管B1、B2の外周より拡径されている。拡径体K1とベローズ管B1、B2の外周には、保護材6aが被着されている。   A bellows pipe having an end portion with a reduced diameter as shown by the terminal end portion 8 is used as a connecting tube having a connecting structure connected via a relay member. On the other hand, the connecting pipe having the direct connection structure has a connecting structure for welding and connecting the bellows pipes B1 and B2 or B5 and B6 that do not have the reduced diameter end portions such as the end portion 8. In the case of (10A), the end portions B3 and B4 of the bellows tubes B1 and B2 are partially removed, and the diameter-enlarged body K1 is inserted in a gap that faces the removed portions. The diameter-enlarged body K1 is composed of an annular body in which a shaft member is formed in a ring shape. It welds by welding in the state which inserted the enlarged body K1 in this clearance gap. Reference numerals m1 and m2 in (10A) indicate welded portions between the enlarged body K1 and the end portions B3 and B4 of the bellows tubes B1 and B2. The ridge line on the outer periphery of the expanded body K1 is expanded from the outer periphery of the bellows tubes B1 and B2. A protective material 6a is attached to the outer circumferences of the expanded body K1 and the bellows tubes B1 and B2.

(10B)の場合、ベローズ管B1、B2の端部どうしが、各ベローズ底部B7、B8で突き合わされて溶着されている。(10B)の符号m3は、ベローズ底部B7、B8の端部どうしの溶着部分を示している。ベローズ管B1、B2の端部の溶着により形成される凹部にリング状の拡径体K2が挿入されている。拡径体K2の外周は、ベローズ管B5、B6の外周より拡径されている。拡径体K2ベローズ管B5、B6外周には、保護材6aが被着されている。   In the case of (10B), the end portions of the bellows pipes B1 and B2 are abutted and welded at the bellows bottom portions B7 and B8. Reference numeral m3 in (10B) indicates a welded portion between the end portions of the bellows bottom portions B7 and B8. A ring-shaped expanded body K2 is inserted into a recess formed by welding the end portions of the bellows tubes B1 and B2. The outer diameter of the expanded body K2 is larger than the outer diameter of the bellows tubes B5 and B6. A protective material 6a is attached to the outer periphery of the expanded body K2 bellows pipes B5 and B6.

(10A)および(10B)の拡径体K1、K2のいずれにおいても、図1〜図5の連結管における拡径体と同様に、拡径体の外周を管材の外周より大きくして、図8で述べた挿通状態において、配管路の内壁に当接し得るようにしているので、パイプインパイプ工法によって既設管内に外径の大きい新規管として連結管を配設する配管工事を行う場合、該連結管を既設管内に挿入し引き出しながら移動させる際に、管材外周面が既設管内壁との接触による損壊にさらされることなく、拡径体が当接し、連結管全体として当接する箇所が断続的になり管内部に小さい引き込み力で円滑に挿通可能になって、管材外周部分に損傷を受けずに済み、耐久性に優れた敷設配管を行うことができる。拡径体K1、K2には、中実金属材に限らず、中空金属材を使用することができる。   In each of the expanded diameter bodies K1 and K2 of (10A) and (10B), the outer diameter of the expanded diameter body is made larger than the outer diameter of the pipe material in the same manner as the expanded diameter body in the connecting pipe of FIGS. In the insertion state described in FIG. 8, since it can come into contact with the inner wall of the piping path, when performing piping work to arrange the connecting pipe as a new pipe having a large outer diameter in the existing pipe by the pipe-in-pipe method, When the connecting pipe is inserted into the existing pipe and moved while being pulled out, the outer peripheral surface of the pipe material is not exposed to damage due to contact with the inner wall of the existing pipe, and the expanded body comes into contact with each other, and the place where the whole connecting pipe comes into contact is intermittent Thus, the pipe can be smoothly inserted into the pipe with a small pulling force, and the outer peripheral portion of the pipe material can be prevented from being damaged, and laying piping having excellent durability can be performed. The expanded diameter bodies K1 and K2 are not limited to solid metal materials, and hollow metal materials can be used.

上記の実施例の場合、例えば図2で示した拡径体17においては、外周全部分で管材周面より外側に位置しているが、部分的に外側に位置するようにすることができる。   In the case of the above-described embodiment, for example, in the enlarged body 17 shown in FIG. 2, the entire outer periphery is located outside the peripheral surface of the pipe material, but may be partially located outside.

図11は、外周の一部を管材周面より外側に位置させた拡径体14の側面図である。   FIG. 11 is a side view of the diameter-enlarged body 14 in which a part of the outer periphery is located outside the pipe peripheral surface.

拡径体14は、拡径体17と同様に、管材間の連結箇所の外周にわたる長さ形状と、該連結箇所に嵌合する内径部14bと、円環体様の全体形状を有し、さらに、外周稜線14
aに沿って半径方向に凹設した8個の凹部18を備えている。凹部18は、軸材または管材の外周を部分的に叩打ないし切削することにより形成することができる。拡径体17と同様に、拡径体14を管材間の連結箇所に装着した場合、外周稜線14aは、管材外周より外側に位置している。拡径体14によれば、凹部18によって外周稜線14aが分断され外周部分が不連続状になるので、既設管内壁との接触可能面積が拡径体17より低減するので、より円滑に挿通作業を行うことができる。拡径体における接触可能面積を低減させる手段としては、凹部18に限らず、例えば、外周稜線14aに沿って形成した波状部や外周面に凹設した多数の穴部等を使用することができる。
Like the expanded body 17, the expanded body 14 has a length shape over the outer periphery of the connection portion between the pipe members, an inner diameter portion 14b fitted to the connection portion, and an overall shape like an annular body, Furthermore, the outer peripheral ridge line 14
Eight concave portions 18 are provided in the radial direction along a. The recess 18 can be formed by partially hitting or cutting the outer periphery of the shaft member or the tube member. Similarly to the expanded body 17, when the expanded body 14 is mounted at a connecting portion between the pipe materials, the outer peripheral ridge line 14 a is located outside the outer periphery of the pipe material. According to the enlarged diameter body 14, since the outer peripheral ridge line 14a is divided by the recess 18 and the outer peripheral portion becomes discontinuous, the contactable area with the existing pipe inner wall is reduced compared to the enlarged diameter body 17, so that the insertion work can be performed more smoothly. It can be performed. The means for reducing the contactable area in the expanded body is not limited to the concave portion 18, and for example, a wavy portion formed along the outer peripheral ridge line 14 a, or a large number of holes recessed in the outer peripheral surface can be used. .

尚、本発明は上記実施形態に限定されるものではなく、本発明の技術的思想を逸脱しない範囲における種々変形例、設計変更などをその技術的範囲内に包含するものであることは云うまでもない。   It should be noted that the present invention is not limited to the above-described embodiment, and various modifications, design changes and the like within the scope not departing from the technical idea of the present invention are included in the technical scope. Nor.

本発明は、既設管路に敷設する場合に管内部に小さい引き込み力で円滑に挿通可能になり、管材外周部分に損傷を受けずに済むといった特性を有した連結管および該連結管を用いた耐久性に優れた敷設配管を行える敷設方法を提供することができる。本発明は、上下水道等の水道系管路のみならず、各種気体流通に供されるガス管路、電力・通信系統のケーブル埋設管路等に適用可能である。   The present invention uses a connecting pipe having such characteristics that it can be smoothly inserted into the pipe with a small pulling force when laid in an existing pipe line, and the outer peripheral portion of the pipe material is not damaged. It is possible to provide a laying method capable of laying piping having excellent durability. The present invention can be applied not only to water system pipelines such as water and sewage systems but also to gas pipelines used for various gas circulations, cable buried pipelines for power / communication systems, and the like.

1 連結管
1a 管材
1b 管材
1c 管材
1d 管材
1e 管材
1f 管材
1g 接合部
1h 接合部
1i 接合部材
2a 拡径体
2b 拡径体
2c 拡径体
2d 拡径体
2e 拡径体
3 中継部材
4 クランプ材
5 ワイヤー
6 ベローズ部
6a 保護材
7 ベローズ部分
8 終端部
9 ブレード材
10 円板
11 リング体
12 保護材
13 溶着部分
14 拡径体
14a 外周稜線
15 溶着部分
16 溶着部分
17 拡径体
18 凹部
19 防食層
20 傾斜部
21 溶着部
22 溶着部分
23 拡径体
24 拡径体
25 中継部材
26 拡径体
27 防食層
28 中継部材
29 中継部材
30 拡径体
31 拡径体
32 防食層
33 防食層
34 拡径体
a 地中
b 舗装道路
c 歩道
d 立坑
e 中央管路
e1 切断口
e2 切断口
f 管路
g 接合部材
h 接合部材
i 接続管路
S 連結箇所
ML 溶接ライン
EP 管端
W1 巻き取り装置
W2 巻き取り装置
K1 拡径体
K2 拡径体
B1 ベローズ管
B2 ベローズ管
B3 ベローズ管
B4 ベローズ管
B5 ベローズ管
B6 ベローズ管
B7 ベローズ管
B8 ベローズ管
m1 溶着部分
m2 溶着部分
m3 溶着部分
DESCRIPTION OF SYMBOLS 1 Connection pipe 1a Tubing material 1b Tubing material 1c Tubing material 1d Tubing material 1e Tubing material 1f Tubing material 1g Joining part 1h Joining part 1i Joining member 2a Expanding body 2b Expanding body 2c Expanding body 2d Expanding body 2e Expanding body 3 Clamping member 4 DESCRIPTION OF SYMBOLS 5 Wire 6 Bellows part 6a Protective material 7 Bellows part 8 Termination part 9 Blade material 10 Disc 11 Ring body 12 Protective material 13 Welding part 14 Expanded body 14a Outer peripheral edge 15 Welded part 16 Expanded body 18 Recessed part 19 Anticorrosion Layer 20 Inclined portion 21 Welded portion 22 Welded portion 23 Expanded body 24 Expanded body 25 Relay member 26 Expanded body 27 Corrosion-proof layer 28 Relay member 29 Relay member 30 Expanded body 31 Expanded body 32 Corrosion-proof layer 33 Corrosion-proof layer 34 Expand Diameter body a Underground b Paved road c Sidewalk d Vertical shaft e Central pipe line e1 Cut port e2 Cut port f Pipe line g Joint member h Joint member i Connection pipe line S Connection ML Welding line EP Pipe end W1 Winding device W2 Winding device K1 Expanded body K2 Expanded body B1 Bellows tube B2 Bellows tube B3 Bellows tube B4 Bellows tube B5 Bellows tube B6 Bellows tube B7 Bellows tube B8 Bellows tube m1 Welded part m2 welding part m3 welding part

Claims (8)

複数の管材を連結し、一端を配管路の管路入口より挿入して管路出口から引き出すことにより配管路内を挿通した挿通状態で配設可能な連結管であって、
前記管材は、屈曲自在な可撓管で構成され、
各管材の端管部どうしを直接的または間接的に固着して管材間を連結する連結手段と、
前記連結手段による連結箇所および/またはその周辺の外周に設けた1個または2個以上の拡径体と、を有し、
前記拡径体の外周を管材周面よりも外側に位置させて、前記挿通状態において前記配管路の内壁に当接し得るようにしたことを特徴とする連結管。
A connecting pipe that connects a plurality of pipes, can be arranged in an inserted state through the inside of the pipe line by inserting one end from the pipe line inlet of the pipe line and pulling it out from the pipe line outlet,
The tube material is composed of a flexible tube that can be bent,
A connecting means for directly or indirectly fixing the end pipe portions of each pipe material to connect the pipe materials;
1 or 2 or more diameter-expanded bodies provided on the outer periphery of the connection location and / or its periphery by the connection means,
A connecting pipe characterized in that an outer periphery of the diameter-expanded body is positioned outside a peripheral surface of a pipe material so as to come into contact with an inner wall of the pipe line in the inserted state.
前記拡径体は、前記連結箇所の外周の一部または全周にわたる長さ形状を有し、縦断面の形状が円弧形状を有する請求項1に記載の連結管。   The connecting pipe according to claim 1, wherein the diameter-enlarged body has a length shape that extends over a part or the entire periphery of the connecting portion, and a longitudinal section has an arc shape. 前記拡径体は、前記連結箇所の外周にわたる長さを有し、円環体様の形状を有する請求項1または2に記載の連結管。   3. The connecting pipe according to claim 1, wherein the diameter-enlarged body has a length extending around an outer periphery of the connecting portion and has a ring-like shape. 連結し合う各管材の端管部に嵌合する中継部材を有し、
前記連結手段は、前記中継部材を介して管材間を連結し、
前記拡径体は、前記中継部材の一部を拡径状に変形した変形部により形成された請求項1、2または3に記載の連結管。
It has a relay member that fits into the end pipe part of each pipe material that connects,
The connecting means connects the pipe members via the relay member,
4. The connecting pipe according to claim 1, wherein the enlarged body is formed by a deformed portion obtained by deforming a part of the relay member into an enlarged diameter.
前記拡径体は、円弧状の外周を有した軸材の複数組で構成され、
前記複数組の各軸材は、軸材の稜線が管材外周より外側に位置するように、前記連結箇所を横断して前記管材の軸心方向に並設して固着された請求項1〜4のいずれかに記載の連結管。
The diameter-enlarged body is composed of a plurality of sets of shaft members having an arcuate outer periphery,
The plurality of sets of shaft members are fixed in parallel in the axial direction of the pipe material across the connecting portion so that the ridge line of the shaft material is located outside the outer periphery of the pipe material. The connecting pipe according to any one of the above.
前記可撓管は、ベローズ管により構成され、
連結された複数の管材の各ベローズ管および前記拡径体の外周を被覆するベローズ伸長・変形防止用のブレード材を有する請求項1〜5のいずれかに記載の連結管。
The flexible tube is constituted by a bellows tube,
The connecting pipe according to any one of claims 1 to 5, further comprising a bellows for preventing expansion and deformation of the bellows covering each of the bellows pipes of the plurality of connected pipe materials and the outer periphery of the enlarged diameter body.
前記端管部と前記拡径体との間に形成される隙間に、管材外周を超えない厚さの防食層を設けた請求項1〜6のいずれかに記載の連結管。   The connecting pipe according to any one of claims 1 to 6, wherein an anticorrosive layer having a thickness not exceeding the outer periphery of the pipe material is provided in a gap formed between the end pipe portion and the enlarged diameter body. 請求項1に記載の連結管を敷設する敷設方法であって、既設管路の埋設された箇所を掘削して、掘削により露出した既設配管の端部を切断し、前記連結管の一端に引き出し部材を取り付け、前記既設配管の一方の切断口より、前記連結管の一端を挿入して前記引き出し部材を介して他方の切断口から引き出すことにより既設管路内を挿通した挿通状態に前記連結管を配設することを特徴とする連結管の敷設方法。   A laying method for laying a connecting pipe according to claim 1, wherein a portion where an existing pipe line is buried is excavated, an end portion of an existing pipe exposed by excavation is cut, and drawn to one end of the connecting pipe. Attach a member, insert one end of the connecting pipe from one cut end of the existing pipe, and pull out from the other cut end through the pull-out member, so that the connecting pipe is inserted into the existing pipe line. A method of laying a connecting pipe, characterized in that
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115059807A (en) * 2022-06-30 2022-09-16 安钢集团永通球墨铸铁管有限责任公司 Short-length micro jacking pipe and manufacturing process thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115059807A (en) * 2022-06-30 2022-09-16 安钢集团永通球墨铸铁管有限责任公司 Short-length micro jacking pipe and manufacturing process thereof
CN115059807B (en) * 2022-06-30 2024-02-13 安钢集团永通球墨铸铁管有限责任公司 Short-length micro-jacking pipe and manufacturing process thereof

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