JP6944181B2 - Connecting pipe and laying method of connecting pipe - Google Patents

Connecting pipe and laying method of connecting pipe Download PDF

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JP6944181B2
JP6944181B2 JP2017127006A JP2017127006A JP6944181B2 JP 6944181 B2 JP6944181 B2 JP 6944181B2 JP 2017127006 A JP2017127006 A JP 2017127006A JP 2017127006 A JP2017127006 A JP 2017127006A JP 6944181 B2 JP6944181 B2 JP 6944181B2
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pipe
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connecting pipe
bellows
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JP2019011775A (en
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泰一 岩本
泰一 岩本
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NEURON JAPAN CO., LTD.
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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 of 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。 The shield method or the pipe-in-pipe method is often used as the laying method for buried pipes. For example, as disclosed in Patent Document 1, the shield method is a laying method in which pipes are carried into a shield provided underground and the pipes are sequentially connected, and the pipe-in pipe method is a new method in an existing pipe. This is a laying method in which a pipe is inserted from a starting shaft provided on one end side of an existing pipe toward a reaching shaft provided on the other end side. The work of inserting the new pipe is performed while winding the wire attached to the tip of the new pipe with a winding device. Since these construction methods lay pipes in the ground without excavating the ground surface, they have the advantage that they do not interfere with general traffic and are less likely to affect the living environment due to noise or the like.

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 case of the shield method, it is necessary to lay rails in the shield, carry in new pipes in sequence with a transport trolley, and connect the pipes in the shield, so there is a work space inside the shield. It is necessary to secure it, so 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 space for pipe connection work in the existing pipes, and efficient and economical piping work should be performed. Can be done.

特開2003−83470号公報Japanese Unexamined Patent Publication No. 2003-83470

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, in the laying work by the pipe-in-pipe method, when a new pipe with a large outer diameter is introduced into the existing pipe, when the new pipe is pulled out from the starting shaft to the reaching shaft and moved, the outer circumference of the new pipe is almost entirely inside the existing pipe. There was a problem that the outer peripheral part was damaged due to contact with the wall. Moreover, since the frictional resistance at the time of drawing out increases due to the increase in the amount of contact with the inner wall, a large load is applied to the wire for drawing out, and the power consumption of the drive power supply in the wire winding device increases, resulting in an increase in cost. There was also a problem that caused it.

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 of 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 aspect according to the present invention is
A connecting pipe that can be arranged in an inserted state by connecting a plurality of pipe materials, inserting one end from the pipe entrance of the pipe, and pulling out from the pipe outlet.
The pipe material is composed of a flexible pipe that can be flexed.
A connecting means for directly or indirectly fixing the end pipe portions of each pipe material to connect the pipe materials,
It has one or two or more diameter-expanding bodies provided on the outer periphery of the connecting portion and / or the periphery thereof by the connecting means.
The connecting pipe is characterized in that the outer periphery of the enlarged diameter body is positioned outside the peripheral surface of the pipe material so that it can come into contact with the inner wall of the pipe passage 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。 A second embodiment according to the present invention is a connecting pipe in which the enlarged diameter body has a length shape covering a part or the entire circumference of the outer periphery of the connecting portion, and the shape of the vertical cross section has an arc 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。 A third aspect according to the present invention is a connecting pipe in which the enlarged diameter body has a length extending over the outer circumference of the connecting portion and has an annulus (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。 A fourth aspect according to the present invention has a relay member that fits into the end pipe portion of each pipe material to be connected, and the connecting means connects the pipe materials via the relay member and the diameter-expanded body. Is a connecting pipe formed by a deformed portion obtained by deforming a part of the relay member in a diameter-expanded shape.

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。 In the fifth aspect of the present invention, the diameter-expanding body is composed of a plurality of sets of shaft members having an arcuate outer circumference, and in each of the plurality of sets of shaft members, the ridgeline of the shaft member is outside the outer circumference of the pipe member. It is a connecting pipe that is vertically arranged and fixed in the axial direction of the pipe material across the connecting portion so as to be located at.

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。 In the sixth aspect according to the present invention, the flexible tube is composed of a bellows tube, and each bellows tube of a plurality of connected pipe materials and a blade for preventing bellows extension / deformation that covers the outer periphery of the enlarged diameter body. It is 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。 A seventh aspect according to the present invention is a connecting pipe provided with an anticorrosion layer having a thickness not exceeding the outer circumference of the pipe material in a gap formed between the end pipe portion and the diameter-expanding 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。 The eighth aspect according to the present invention is the laying method for laying the connecting pipe according to the first aspect, in which the buried portion of the existing pipeline is excavated and the end portion of the existing pipe exposed by the excavation is excavated. An existing pipeline is cut by cutting, attaching a pull-out 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 through the pull-out member. It is a method of laying a connecting pipe, characterized in that the connecting pipe is arranged in an inserted state through which the inside is inserted.

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 aspect of the present invention, a plurality of pipe materials can be connected, and one end thereof can be inserted from the pipe inlet of the pipe and pulled out from the pipe outlet to be arranged in an inserted state through which the pipe is inserted. The pipe material is a flexible pipe that can be flexibly formed, and the end pipe portions of the pipe materials are directly or indirectly fixed to each other to connect the pipe materials, and the connecting means is used to connect the pipe materials. It has one or two or more diameter-expanded bodies provided on the outer periphery of the location and / or its periphery, and the outer peripheral portion of the diameter-expanded body is positioned outside the peripheral surface of the pipe material, and the pipe is piped in the inserted state. Since it is possible to contact the inner wall of the road, for example, when performing piping work to arrange the connecting pipe according to this embodiment as a new pipe having a large outer diameter in the existing pipe by the pipe-in-pipe method, the connecting pipe is already installed. When the pipe material is inserted into the 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 existing pipe inner wall. It becomes possible to smoothly insert the pipe material, the outer peripheral portion of the pipe material is not damaged, and the laying pipe having excellent durability can be performed. Moreover, the amount of contact with the inner wall is reduced, the frictional resistance at the time of pulling out is greatly reduced, and the pulling work can be performed with a small pulling force. 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 second aspect of the present invention, the diameter-expanded body has a length shape over a part or the entire circumference of the outer circumference of the connecting portion, and the shape of the vertical cross section has an arc shape. In the construction, the contact mode between the inner wall of the existing pipe and the enlarged diameter body does not become planar, but linear or close to linear, promoting smooth insertion movement and preventing damage to the outer peripheral part of the pipe material. , It is possible to realize a connecting pipe that can perform laying piping with 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 aspect of the present invention, the diameter-expanded body has a length extending over the outer circumference of the connecting portion and has a ring-like shape. The contact mode with the diameter body does not become planar, but linear or close to linear, promotes smooth insertion and movement, does not damage the outer peripheral part of the pipe material, and has excellent durability. It is possible to realize a connecting pipe that can perform the above. For the annulus-like body according to this embodiment, a torus shape made of a hollow tube material or a solid shaft material can be used.

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 fourth aspect of the present invention, there is a relay member that fits into the end pipe portion of each pipe material to be connected, the connecting means connects the pipe materials via the relay member, and the diameter-expanding body is Since a part of the relay member was formed by the deformed portion deformed in a diameter-expanded shape, the deformed portion deformed in a diameter-expanded shape was formed by using the relay member without using a separate diameter-expanded body. For example, in the above piping work, by bringing the deformed portion into contact with the inner wall of the existing pipe, the contacting portion of the connecting pipe as a whole becomes intermittent and can be smoothly inserted into the inside of the pipe, resulting in damage to the outer peripheral portion of the pipe material. It is possible to realize a connecting pipe that does not need to be received and can perform laying piping 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 aspect of the present invention, the diameter-expanding body is composed of a plurality of sets of shaft members having an arcuate outer circumference, and in each of the plurality of sets of shaft members, the ridgeline of the shaft member is outside the outer circumference of the pipe material. Since the pipe material was juxtaposed and fixed in parallel in the axial direction across the connecting portion so as to be located at, for example, in the above piping work, the contact mode between the existing pipe inner wall and the diameter-expanding body does not become planar. , The linear shape promotes smooth insertion and movement so that the outer peripheral part of the pipe material is not damaged, and the pipe material connection strength is improved by the juxtaposed shaft material, and the laying pipe has excellent durability. It is possible to realize a connecting pipe that can perform the above.

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 pipe is composed of bellows pipes, and the bellows pipes of a plurality of connected pipe materials and the blades for preventing bellows extension / deformation that cover the outer periphery of the diameter-expanding body are formed. Since it has a material, for example, in the above piping work, when the connecting pipe according to this embodiment is arranged as a new pipe in an existing water pipe, for example, when water is passed through the bellows pipe, the bellows due to the bellows structure of the bellows pipe itself. The impact applied to the pipe can be mitigated, and the blade material covering the bellows pipe absorbs and relaxes the water pressure (external pressure) received by the bellows pipe to prevent the bellows pipe from stretching (bellows stretching) and deformation due to the external pressure load. It is possible to realize a connecting pipe capable of laying pipes having excellent 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 seventh aspect of the present invention, the connecting pipe according to the present embodiment is provided with an anticorrosive layer having a thickness not exceeding the outer circumference of the pipe material in the gap formed between the end pipe portion and the enlarged diameter body. When laying in an existing pipeline, unnecessary substances (for example, corrosive substances such as oxides, water-containing substances, etc.) do not accumulate in the gaps, and the laying pipe is rich in corrosion resistance and has better durability. 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, it is a laying method of laying the connecting pipe according to the first aspect in the existing pipeline, and the buried portion of the existing pipeline is excavated and exposed by excavation. Existing by cutting the end of the existing pipe, attaching a pull-out 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 through the pull-out member. Since the connecting pipe is arranged in the inserted state where it is inserted through the pipeline, the advantage of the first embodiment, that is, the portion where the diameter-expanding body comes into contact and the connecting pipe as a whole comes into contact with each other becomes intermittent and smooth inside the pipe. It is possible to perform laying pipes with excellent durability by using a connecting pipe that can be inserted into the pipe and has the characteristic that the outer peripheral portion 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 a connecting structure of the enlarged diameter bodies 2a to 2e and the connecting portion S in the connecting 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 vertical cross-sectional view showing a welded structure of the connecting pipe 1 on the pipe material 1a side. 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 cross-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 a diameter-expanding body integrally formed with a 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 cross-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 cross-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 cross-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 diameter-expanding bodies K1 and K2 that can be implemented in a connection structure different from that of FIGS. 1 to 5, and a connecting pipe when the diameter-expanding 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 diameter-expanding 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, the drawings will be described in detail with reference to the drawings to which the embodiment of the connecting pipe according to the present invention is attached.

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 pipe construction by the pipe-in-pipe method. In the case of FIG. 1, six pipe materials 1a to 1f are connected in a row. Each pipe material is composed of a flexible pipe that can be flexed. As each pipe material, a material 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 to each other. Expanded bodies 2a to 2e having an outer diameter larger than the outer diameter of the pipe material are attached to the connecting 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, joint portions 1h and 1g to which a joint member for connecting with other pipe materials can be attached are provided. The clamp material 4 used in the pipe-in-pipe method can be bonded to one joint portion 1 g. The clamp material 4 is a metal fitting having a substantially U-shape, and one end of a wire 5 for applying tensile stress during piping construction work by the pipe-in-pipe method is fixed to the root portion thereof. A protective material 12 that covers the outer circumferences of the pipe members 1a to 1f and the diameter-expanding bodies 2a to 2e is adhered to the entire length of the connecting pipe 1. In FIG. 1, since the detailed structures of the enlarged diameter bodies 2a to 2e and the connecting portion S will be described later, they are schematically shown and only the positional relationship is shown. The blade material 9 shown in FIG. 3, which will be described later, is adhered to the outer periphery of each flexible tube, but it 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 composed of a tube material that is made flexible by a metal tube (bellows tube) formed by bellows. As the flexible pipe, for example, a flexible pipe processed into a substantially U-shaped bellows shape while compressing a raw pipe made of stainless steel (SUS) in the pipe axial 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, or the like, 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 material 9 is a bellows extension / deformation prevention cover formed into a net cylinder by a metal wire such as SUS. As the blade material, for example, a ribbon blade in which a strip-shaped metal thin plate is woven in a mesh shape or a wire blade in which a metal wire is woven in a mesh shape can be used. When a fluid (for example, water and sewage water) flows through the flexible pipe, the bellows structure of the flexible pipe itself can alleviate the impact applied to the flexible pipe, and the blade material 9 covering the flexible pipe further provides. By absorbing and relaxing the water pressure (external pressure) received by the flexible pipe, it is possible to secure impact resistance that can prevent the flexible pipe from stretching or deforming due to an external pressure load. Although omitted in FIG. 1, a protective material 12 for corrosion protection is wrapped 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 the connecting structure of the enlarged diameter bodies 2a to 2e and the connecting portion S. FIG. (2A) shows a vertical cross section around the connecting portion S, and FIG. (2B) shows a cross section taken along the line AA of (2A). FIG. 2 shows a connecting structure between the pipe materials 1a and 1b, and the other pipe materials have the same connecting 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 pipe material 1a side. The same welding structure is formed on the pipe material 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。 The end portion 8 which is the end pipe portion of the bellows portion 6 of the pipe materials 1a and 1b has a diameter reduced from that of the bellows portion 7. A relay member 3 made of a short and long SUS pipe material is welded to each end portion 8. The relay member 3 has an inner diameter that can be fitted and fitted in close contact with the outer periphery of each bellows portion 6. The pipe members 1a and 1b are fixed and connected by abutting the relay members 3 with each other and welding the abutted portions. The welding line ML of the welded portion between the relay members 3 is located in the middle between the pipe end EPs 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 disk 10 such as SUS is inserted onto the end of the relay member 3 fitted to the end 8 of the bellows portion 6. The penetrating portion of the disk 10 has an inner diameter that can be inserted into the overlapping portion of the end portion 8 and the end portion of the relay member 3. The disk 10 is welded on the end of the relay member 3. Reference numeral 13 in FIG. 3 indicates a welded portion between the relay member 3 and the terminal portion 8, and reference numeral 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。 The end portion of the blade member 9 extends on the disk 10, and the ring body 11 of the pipe member is fitted on the end portion. The end portion of the blade material 9 and the ring body 11 are welded to the disk 10. 16 in FIG. 3 shows an end portion of the blade material 9 and a welded portion between 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-expanding body 17 is inserted into a welded portion between the relay members 3 and welded to the welded portion by welding. The enlarged diameter body 17 has a length shape extending over the outer circumference of the connecting portion, and has an overall shape like an annulus (torus). The outer peripheral position of the enlarged diameter body 17 is set to a position larger than the pipe materials 1a and 1b and exceeds the thickness of the ring body 11, and the outer peripheral position of the enlarged diameter body is located outside the peripheral surface of the pipe material. The protective material 12 is attached so as to cover the pipe materials 1a and 1b, the ring body 11, and the diameter-expanding body 17. As shown in (2A), it bulges slightly in the vicinity of the enlarged diameter body 17.

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-expanding body 17 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 the welded portion 21 is formed on the butt inclined portion 20 of the relay member 3, the enlarged diameter body 17 is welded while being placed on the welded portion 21, and the enlarged diameter body 17 is fixed along the welding line ML. Has been done. Reference numeral 22 (6B) indicates a welded portion in which the enlarged diameter 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。
An anticorrosion layer 19 having a thickness not exceeding the outer circumference of the pipe material is provided in a filling shape in the gap formed on the relay member 3 between the bellows portion 6 and the diameter-expanding body 17. For the anticorrosion layer 19, for example, an anticorrosion member such as 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 pipeline, unnecessary substances (for example, corrosive substances such as oxides and water-containing substances) are formed in the gap formed on the relay member 3 between the bellows portion 6 and the diameter-expanding body 17. Etc.) do not accumulate, and it is possible to carry out laying piping with excellent corrosion resistance and better durability.

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 the construction procedure by the 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, the existing pipeline of the water pipeline is buried in the ground a on the ground where the paved road b and the sidewalk c are formed. The existing pipelines are the central pipeline e buried under the paved road b, the pipeline f buried above the central pipeline e and the connecting pipelines i of the pipelines e and f, which are buried on the side of the sidewalk c. The total length of these pipelines exceeds 10 m. For the existing pipeline, for example, a ductile cast pipe is generally used. The present invention can also be applied when the total length of the pipeline 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。 The buried part of the existing pipeline is excavated on the sidewalk c side with the paved road b in between, and two shafts d are provided. The connecting pipeline i is removed by cutting both ends of the existing pipe exposed by the shaft d. At this time, the joining member h provided in the central conduit e is also removed and removed. The joining member g provided in the pipeline f is reused for joining and connecting with the connecting pipe 1. The joining member g can also 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 work of the connecting pipe 1 by the pipe-in-pipe method. The connecting pipe 1 is brought into the work site in a state of being previously wound by the winding device W1. The wire 5 of the pull-out member attached to the clamp material 4 attached to one end side of the connecting pipe 1 is inserted from one cutting port e1 of the central pipeline e and pulled out from the other cutting port e2 to take up the winding device W2. Combined with. In FIG. 8, the take-up devices W1 and W2 are shown 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。 By rotationally driving the winding device W2, the wire 5 is wound, and the connecting pipe 1 enters the central pipeline 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 in the inserted state through the existing pipe is completed. ..

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 in which 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。 A joining member 1i of a joining flange for joining with the joining member g of the pipeline f is attached to the front end side of the connecting pipe 1 drawn out from the cutting port e2. The front end of the connecting pipe 1 is fixed and connected to the pipe line f by fastening the joining member 1i and the joining member g with bolts and nuts. The end side of the connecting pipe 1 is measured to the total length that can be connected to the opposite side pipe f by connecting the front end and the pipe line f. The end is fixed and connected to the pipeline f by fastening the joining member g of the side pipeline f with bolts and nuts. The laying of the connecting pipe 1 is completed so that water can flow by connecting the joining members at both ends. The means for connecting to the pipeline is not limited to flange joining with bolts and nuts, and welding means for butt-welding the ends of the pipeline can be used. The laying work is completed by backfilling the shaft d when the laying of the connecting pipe 1 is completed. Since a slight gap is formed between the central conduit e and the connecting pipe 1 so that the connecting pipe 1 can be inserted, it is preferable to seal the vicinity e3 of the cutting ports e1 and e2 with the mortar material M. By sealing only the e3 near the cutting port, there is an advantage that the opening operation when replacing a new pipe 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 pipe that can be flexed, and has a diameter-expanding body 17 provided on the outer periphery of the connecting portion by fixing and connecting the end pipe portions of the pipe materials to each other. The outer circumference is made larger than the outer circumference of the pipe material so that it can come into contact with the inner wall of the central conduit e during the insertion work described with reference to FIG. 8 in the new pipe laying work. FIG. 10 (10C) shows a state in which the diameter-expanding body 17 is not provided. In the state where the enlarged diameter body 17 is not provided, the outer circumference of each pipe material is exposed to damage due to contact with the inner wall of the existing pipe and is damaged when it is inserted into the existing pipe by the pipe-in-pipe method and moved while being pulled out. It ends 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 the piping work for arranging the connecting pipe 1 as a new pipe having a large outer diameter in the existing pipe is performed by the pipe-in-pipe method, when the connecting pipe 1 is inserted into the existing pipe and moved while being pulled out, Since the diameter-expanding body 17 comes into contact with the outer peripheral surface without being exposed to damage due to contact with the existing pipe inner wall, the amount of contact with the inner wall of the central pipeline e is smaller than that in the state without the diameter-expanding body 17. Less. Therefore, when the connecting pipe 1 is laid, the frictional resistance when the connecting pipe 1 is inserted into the existing pipe and pulled out is significantly reduced, so that the pulling work can be performed with a small pulling force, and the contact points of the connecting pipe as a whole are intermittent. It becomes possible to insert the pipe smoothly into the pipe, and the outer peripheral portion of the pipe material is not damaged, and the laying pipe having excellent durability can be performed. According to the connecting pipe 1, since the pulling work can be performed with a small pulling force, the load applied to the pulling wire is reduced, and the work cost is reduced by reducing the power consumption of the drive power source in the wire 5 winding device W2. be able to. Further, the connecting pipe according to the present invention can be adjusted by the number of connected pipes even if the length of the existing pipe is long, and even if the number of pipes is large, the outer peripheral portion is not damaged. It is possible to carry out laying piping with excellent durability.

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 pipeline, as shown in FIGS. 7 to 9, the buried portion of the existing pipeline is excavated, and both ends of the existing pipe exposed by the excavation are cut. A wire 5 of a pull-out member is attached to one end of the connecting pipe 1, one end of the connecting pipe 1 is inserted from one cutting port e1 of the existing pipe, and the wire 5 is pulled out from the other cutting port e2 via the wire 5. The connecting pipe 1 can be arranged in the inserted state through which the inside is inserted. Therefore, according to the laying method according to the present embodiment, the portion where the diameter-expanding body 17 comes into contact with the wire 5 and comes into contact with the connecting pipe as a whole is intermittent, and the wire 5 is smoothly inserted into the pipe with a small pulling force. It is possible to carry out laying piping having excellent durability by using the connecting pipe 1 having 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 connected pipe materials can be set according to the length of the pipe line to be replaced as a new pipe. The connecting pipe 1 can be used not only for laying an existing pipe but also as a new pipe. When laying a new pipeline, for example, the connecting pipe 1 can be inserted into 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-expanding body according to the present invention is not limited to one, and two or more can be used. (2C) and (2D) of FIG. 2 show another embodiment in which two diameter-expanding bodies 23 and 24 are arranged at the end of each pipe. In (2C) and (2D) of FIG. 2, the same members as those in the embodiments of (2A) and (2B) are designated 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 diameter-expanding bodies 23 and 24 have an overall ring-like shape similar to the diameter-expanding body 17, and are welded to the root portion of the bellows portion 6 around the connecting portion with the welding portion between the relay members 3 interposed therebetween. It is stuck. The same anticorrosion layer 19 as in (2A) is provided in a filling shape in the gap between the enlarged diameter bodies 23 and 24 on the relay member 3, and anticorrosion measures are taken. By arranging the diameter-expanding bodies 23 and 24, the outer periphery of each diameter-expanding body is positioned outside the peripheral surface of the pipe material, as in the examples of (2A) and (2B), and the new pipe is inserted in the laying work. During work, it can come into contact with the inner wall of the piping path. Therefore, according to the connecting pipe provided with the enlarged diameter bodies 23 and 24, the outer peripheral surface is in contact with the inner wall of the existing pipe when the connecting pipe is inserted into the existing pipe and moved while being pulled out, as in the above embodiment. The enlarged diameter bodies 23 and 24 come into contact with each other without being exposed to damage, and the points where the connecting pipes as a whole come into contact with each other become intermittent so that they can be smoothly inserted into the inside of the pipe, and the outer peripheral portion of the pipe material is not damaged. , It is possible to carry out laying piping with excellent durability.

図4は、さらに別の拡径体34の実施例を示す。 FIG. 4 shows an embodiment of yet another diameter-expanding 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 composed of a plurality of sets of diameter-expanding bodies 34 by twelve short shaft members. Each shaft member is made of a pipe material having an arcuate outer circumference shorter than the length of the pair of relay members 3 welded to each other. The twelve diameter-expanding 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 points between the bellows portions 6, and are welded together. 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 circumference 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-expanding body 34 is composed of a plurality of sets of shaft members having an arcuate outer circumference, and in each of the plurality of sets of shaft members, the ridge line in the axial direction of the shaft member is outside the outer circumference of the pipe material. Since they are juxtaposed and fixed in parallel in the axial direction across the connecting portion so as to be located at, in the piping work shown in FIGS. Is not planar, but linear, and a small pulling force promotes smooth insertion and movement so that the outer peripheral portion of the pipe is not damaged. It is possible to improve and perform laying piping with excellent durability. Also in the case of FIG. 4, anticorrosion measures can be taken by embedding the same anticorrosion ingredients as in the anticorrosion image 19 of the embodiment in the gaps 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-expanded body according to the present invention can be integrally configured 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 show two examples of connecting pipes having a diameter-expanding body integrally formed with a relay member, respectively. FIG. (5B) shows a cross section taken along the line CC of (5A). FIG. (5D) shows a cross section taken along the line DD 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) of FIG. 5, the relay member 25 is composed of a pipe material that can be fitted to the end pipe portion in the same manner as the relay member 3 in the case of FIG. It is connected. The diameter-expanding body 26 is formed by a deformed portion in which the intermediate portion of the relay member 25 is rounded and deformed in a bellows shape. The circumferential ridge of the deformed portion is formed so as to be located outside the outer circumference of the pipe material. The pair of relay members 25 are butted and welded so that the enlarged diameter bodies 26 face each other. Similar to the case of FIG. 2, the three gaps formed on the relay member 25 between the bellows portion 6 and the diameter-expanding body 26 are filled with the anticorrosion layer 27 having a thickness not exceeding the outer circumference of the pipe material. It is provided in the area and has 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 diameter-expanding body 26 of (5A), it is not necessary to use a separate diameter-expanding body, and the relay member 25 is used to form a deformed portion deformed in a diameter-expanded shape. In the above piping work shown in FIG. 9, by bringing the deformed portion into contact with the inner wall of the existing pipe, the contacting portion of the connecting pipe as a whole becomes intermittent and can be smoothly inserted into the pipe with a small pulling force. As a result, the outer peripheral portion of the pipe material is not damaged, and the laying pipe having excellent durability can be performed.

(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 (5C), the relay members 28 and 29 fixed to each end pipe portion include the diameter-expanding bodies 30 and 31 whose diameters are expanded in the welded portions. The relay members 28 and 29 are made of a pipe material that can be fitted to the end pipe portion like the relay member 3 in the case of FIG. 2, and the pipe materials 1a and 1b are connected via the relay member 25. The diameter-expanded bodies 30 and 31 are expanded so as to be located outside the outer circumference of the pipe material. The pair of relay members 28, 29 are butted and welded together. Similar to the case of FIG. 2, in the gaps formed on the relay members 28 and 29 between the bellows portion 6 and the diameter-expanding body 26, the anticorrosion layer 32 having a thickness not exceeding the outer circumference of the pipe material 33 is provided in a filled 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 diameter-expanding bodies 30 and 31 of (5C), it is not necessary to use a separate diameter-expanding body as in the case of the diameter-expanding body 26 of (5A), and the diameter is expanded by using the relay members 28 and 29. Since it is configured by forming a deformed deformed portion, in the above-mentioned piping work shown in FIGS. 7 to 9, by contacting the deformed portion with the inner wall of the existing pipe, the portion where the connecting pipe as a whole abuts is It becomes intermittent and can be smoothly inserted into the pipe with a small pulling force, the outer peripheral portion of the pipe material is not damaged, and the laying pipe having excellent durability can be performed. The diameter-expanding body 17 and the like are not limited to the case where they are composed of a single shaft member, and can be divided into halves and integrated with a plurality of members, for example.

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。 The connecting pipes of FIGS. 1 to 5 have a connecting structure in which the pipe materials are indirectly connected via a relay member, but the present invention has a direct connecting structure (so-called potato) in which the pipe materials are directly connected without using the relay member. It can also be applied to connecting pipes (joint structures).

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 show diameter-expanding bodies K1 and K2 used for a connecting pipe having a directly connected structure, respectively.

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。 As the connecting pipe of the connecting structure connected via the relay member, a bellows pipe having a reduced diameter end portion as shown in the terminal portion 8 is used. On the other hand, the connecting pipe having a direct connection structure has a connecting structure in which bellows pipes B1, B2, or B5 and B6, which do not have a reduced diameter end portion such as the terminal portion 8, are welded and connected to each other. In the case of (10A), a part of the ends B3 and B4 of the bellows tubes B1 and B2 is removed, and the enlarged diameter body K1 is inserted in the gap facing the removed portions. The enlarged diameter body K1 is composed of a ring-shaped shaft member. The enlarged diameter body K1 is welded in a state of being inserted into the gap. Reference numerals m1 and m2 in (10A) indicate welded portions between the enlarged diameter body K1 and the ends B3 and B4 of the bellows tubes B1 and B2. The ridgeline on the outer circumference of the diameter-expanding body K1 is larger than the outer circumference of the bellows pipes B1 and B2. A protective material 6a is adhered to the outer circumferences of the enlarged diameter 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 ends of the bellows tubes B1 and B2 are abutted and welded at the bottoms of the bellows B7 and B8. Reference numeral m3 of (10B) indicates a welded portion between the ends of the bellows bottoms B7 and B8. A ring-shaped enlarged diameter body K2 is inserted into a recess formed by welding the ends of the bellows tubes B1 and B2. The outer circumference of the diameter-expanding body K2 is larger than the outer circumference of the bellows tubes B5 and B6. A protective material 6a is adhered to the outer circumferences of the enlarged diameter K2 bellows tubes 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 enlarged diameter bodies K1 and K2 of (10A) and (10B), the outer circumference of the enlarged diameter body is made larger than the outer circumference of the pipe material as in the case of the enlarged diameter body in the connecting pipe of FIGS. In the insertion state described in 8, the pipe can be brought into contact with the inner wall of the pipe path. 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. Therefore, it can be smoothly inserted into the pipe with a small pulling force, the outer peripheral portion of the pipe material is not damaged, and the laying pipe having excellent durability can be performed. For the enlarged diameter bodies K1 and K2, not only a solid metal material but also a hollow metal material 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 embodiment, for example, in the diameter-expanded body 17 shown in FIG. 2, the entire outer peripheral portion is located outside the peripheral surface of the pipe material, but it can 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-expanding body 14 in which a part of the outer circumference is located outside the peripheral surface of the pipe material.

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 diameter-expanding body 17, the diameter-expanding body 14 has a length shape extending over the outer circumference of the connecting portion between the pipe members, an inner diameter portion 14b that fits into the connecting portion, and an overall ring-like shape. Further, the outer peripheral ridge line 14
Eight recesses 18 that are radially recessed along a are provided. The recess 18 can be formed by partially tapping or cutting the outer circumference of the shaft material or the pipe material. Similar to the diameter-expanding body 17, when the diameter-expanding body 14 is attached to the connecting portion between the pipe materials, the outer peripheral ridge line 14a is located outside the outer circumference of the pipe material. According to the enlarged diameter body 14, the outer peripheral ridge line 14a is divided by the concave portion 18 and the outer peripheral portion becomes discontinuous, so that the contactable area with the existing pipe inner wall is reduced as compared with the enlarged diameter body 17, and the insertion work is smoother. It can be performed. The means for reducing the contactable area of the enlarged diameter body is not limited to the recess 18, and for example, a wavy portion formed along the outer peripheral ridge line 14a, a large number of holes recessed in the outer peripheral surface, and the like 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 includes various modifications, design changes, etc. within the range that does not deviate from the technical idea of the present invention. 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 and the connecting pipe having the characteristics that when laid in an existing pipeline, it can be smoothly inserted into the pipe with a small pulling force and the outer peripheral portion of the pipe material is not damaged. It is possible to provide a laying method capable of performing laying piping having excellent durability. The present invention can be applied not only to water supply pipelines such as water and sewage, but also to gas pipelines used for various gas flows, cable buried pipelines of electric 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
1 Connecting pipe 1a Pipe material 1b Pipe material 1c Pipe material 1d Pipe material 1e Pipe material 1f Pipe material 1g Joint part 1h Joint part 1i Joint member 2a Diameter expansion body 2b Diameter expansion body 2c Diameter expansion body 2d Diameter expansion body 2e Diameter expansion body 3 Relay member 5 Wire 6 Bellows part 6a Protective material 7 Bellows part 8 End part 9 Blade material 10 Disk 11 Ring body 12 Protective material 13 Welded part 14 Diameter expanded body 14a Outer ridge line 15 Welded part 16 Welded part 17 Diameter expanded body 18 Recess 19 Corrosion protection Layer 20 Inclined portion 21 Welded portion 22 Welded portion 23 Diameter-expanded body 24 Diameter-expanded body 25 Relay member 26 Diameter-expanded body 27 Corrosion-proof layer 28 Relay member 29 Relay member 30 Diameter-expanded body 31 Diameter-expanded body 32 Corrosion-proof layer 33 Corrosion-proof layer 34 Expansion Diameter a Underground b Paved road c Sidewalk d Vertical shaft e Central pipeline e1 Cutting port e2 Cutting port f Pipe line g Joining member h Joining member i Connecting pipeline S Connecting point ML Welding line EP Pipe end W1 Winding device W2 winding Taking device K1 Diameter expander K2 Diameter expander 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 Welded part m3 Welded part

Claims (7)

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
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ことを特徴とする連結管。
A connecting pipe that can be arranged in an inserted state by connecting a plurality of pipe materials, inserting one end from the pipe entrance of the pipe, and pulling out from the pipe outlet.
The pipe material is composed of a flexible pipe that can be flexed.
A connecting means for directly or indirectly fixing the end pipe portions of each pipe material to connect the pipe materials,
It has one or two or more diameter-expanding bodies provided on the outer periphery of the connecting portion and / or the periphery thereof by the connecting means.
The outer periphery of the enlarged diameter body is positioned outside the peripheral surface of the pipe material so that it can come into contact with the inner wall of the pipe passage in the inserted state .
It has a relay member that fits into the end pipe of each pipe material that is connected to each other.
The connecting means connects the pipe materials via the relay member.
The diameter-expanded body is a connecting pipe characterized in that a part of the relay member is formed by a deformed portion deformed in a diameter-expanded shape.
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 enlarged diameter body has a length shape covering a part or the entire circumference of the outer periphery of the connecting portion, and the shape of the vertical cross 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。 The connecting pipe according to claim 1 or 2, wherein the enlarged diameter body has a length extending over the outer circumference of the connecting portion and has a ring-like shape. 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〜のいずれかに記載の連結管。
The enlarged diameter body is composed of a plurality of sets of shaft members having an arcuate outer circumference.
Claims 1 to 3 in which each of the plurality of sets of shaft members is vertically arranged and fixed 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.
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〜のいずれかに記載の連結管。
The flexible tube is composed of a bellows tube.
The connecting pipe according to any one of claims 1 to 4 , further comprising each bellows pipe of a plurality of connected pipe materials and a blade material for preventing bellows extension / deformation that covers 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〜のいずれかに記載の連結管。 The connecting pipe according to any one of claims 1 to 5 , wherein an anticorrosion layer having a thickness not exceeding the outer circumference 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。
The laying method for laying the connecting pipe according to claim 1, wherein the buried portion of the existing pipeline is excavated, the end of the existing pipe exposed by the excavation is cut, and the connecting pipe is pulled out to one end of the connecting pipe. The connecting pipe is inserted into the existing pipeline by attaching a member, inserting one end of the connecting pipe from one cutting port of the existing pipe, and pulling out from the other cutting port through the drawing member. A method of laying a connecting pipe, which comprises arranging.
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