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JP7062859B2 - Pipeline structure, rehabilitation structure of existing pipes, and method of manufacturing pipeline structure - Google Patents
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JP7062859B2 - Pipeline structure, rehabilitation structure of existing pipes, and method of manufacturing pipeline structure - Google Patents

Pipeline structure, rehabilitation structure of existing pipes, and method of manufacturing pipeline structure Download PDF

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JP7062859B2
JP7062859B2 JP2018022991A JP2018022991A JP7062859B2 JP 7062859 B2 JP7062859 B2 JP 7062859B2 JP 2018022991 A JP2018022991 A JP 2018022991A JP 2018022991 A JP2018022991 A JP 2018022991A JP 7062859 B2 JP7062859 B2 JP 7062859B2
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pipe
pipeline structure
outer diameter
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existing pipe
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JP2019138391A (en
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芳紀 杉本
淳司 藪田
浩一 吉原
佳佑 佐々木
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積水化学北海道株式会社
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Description

本発明は、管路構造、既設管の更生構造、及び管路構造の製造方法に関する。 The present invention relates to a pipeline structure, a rehabilitation structure of an existing pipe, and a method for manufacturing a pipeline structure.

従来、下水、農業用水分野等において、水を搬送するための既設管が地中に埋設されている。長期間既設管を使用すると既設管が老朽化するため、既設管を更生する必要がある。(例えば、特許文献1参照)。 Conventionally, in the fields of sewage and agricultural water, existing pipes for transporting water have been buried underground. If the existing pipe is used for a long period of time, the existing pipe will deteriorate, so it is necessary to rehabilitate the existing pipe. (See, for example, Patent Document 1).

特開2017-129161号公報Japanese Unexamined Patent Publication No. 2017-129161

既設管を更生するのに、管部材と筒状の接続部材とを交互に接続して複数の管部材の全長を長くした管路構造を、既設管内に挿入することが検討されている。水を管路構造内で搬送すると、既設管から水が漏れるのが抑えられ、既設管が更生される。
しかしながら、接続部材内に管部材を挿入するときに、接続部材の軸線に対して管部材が傾くと、管路構造を軸線に沿って挿入しにくいという問題がある。
In order to rehabilitate an existing pipe, it is considered to insert a pipe structure in which a pipe member and a tubular connecting member are alternately connected to lengthen the total length of a plurality of pipe members into the existing pipe. When water is transported in the pipeline structure, water leakage from the existing pipe is suppressed and the existing pipe is rehabilitated.
However, when the pipe member is inserted into the connecting member, if the pipe member is tilted with respect to the axis of the connecting member, there is a problem that it is difficult to insert the pipe structure along the axis.

本発明は、このような問題点に鑑みてなされたものであって、接続部材内に挿入するときに接続部材の軸線に沿って挿入しやすくした管路構造、この管路構造を備える既設管の更生構造、及びこの管路構造を製造する管路構造の製造方法を提供することを目的とする。 The present invention has been made in view of such a problem, and has a pipeline structure that facilitates insertion along the axis of the connecting member when inserted into the connecting member, and an existing pipe having this pipeline structure. It is an object of the present invention to provide a rehabilitated structure of the above, and a method of manufacturing a pipeline structure for manufacturing the pipeline structure.

上記課題を解決するために、この発明は以下の手段を提案している。
本発明の管路構造は、既設管内に挿入して用いられる管部材と、筒状に形成され、前記管部材が挿入されて前記管部材に接続される接続部材と、を備える管路構造であって、前記管部材は、管本体と、前記管本体に形成された止水部と、前記管本体において、前記止水部よりも前記管本体の先端の近くに形成された連結部と、前記管本体において、前記連結部よりも前記先端の近くに形成された案内部と、を備え、前記連結部の外径は、前記先端に近付くに従い漸次小さくなり、前記接続部材は、筒状に形成され、内径が、前記止水部の外径よりも大きい接続本体と、前記接続本体の端部の内周面に設けられ、前記止水部の外周面に液密に接触する封止部材と、を有し、前記封止部材は、円環状の突部を有し、前記突部の内径は、前記案内部の外径以上であり、前記突部の内径が、前記止水部の外径より小さいことを特徴としている。
In order to solve the above problems, the present invention proposes the following means.
The pipeline structure of the present invention is a pipeline structure including a pipe member inserted into an existing pipe and used, and a connecting member formed in a tubular shape and into which the pipe member is inserted and connected to the pipe member. The pipe member includes a pipe body, a water stop portion formed in the pipe body, and a connecting portion formed in the pipe body closer to the tip of the pipe body than the water stop portion. The pipe body includes a guide portion formed closer to the tip than the connecting portion, and the outer diameter of the connecting portion gradually decreases as it approaches the tip, and the connecting member has a tubular shape. A sealing member that is formed and has an inner diameter larger than the outer diameter of the water stop portion and is provided on the inner peripheral surface of the end portion of the connection body and is in liquid-tight contact with the outer peripheral surface of the water stop portion. The sealing member has an annular protrusion, the inner diameter of the protrusion is equal to or larger than the outer diameter of the guide portion, and the inner diameter of the protrusion is the water stop portion. It is characterized by being smaller than the outer diameter .

この発明によれば、接続部材内に管部材を挿入するときに、接続部材に対して管部材は、案内部の外周面、連結部の外周面、及び止水部の外周面に沿って挿入される。そして例えば、管部材内を搬送される水が、止水部と接続部材との間で封止されることにより、管部材の外部に漏れるのが抑制される。
このとき、連結部の外径は、先端に近付くに従い漸次小さくなるため、接続部材内に連結部を挿入するのに従い、接続部材の軸線と連結部の軸線とが一致するようになる。従って、接続部材内に管部材を挿入するときに、接続部材の軸線に沿って管部材を挿入しやすくすることができる。
また、接続部材内に挿入するときに接続部材の軸線に沿って挿入しやすい管部材を用いて、管路構造を構成することができる。
また、封止部材を止水部の外周面に接触させることにより、接続部材と管部材との間から管路構造の外部に水が漏れるのをより確実に抑えることができる。
According to the present invention, when the pipe member is inserted into the connecting member, the pipe member is inserted with respect to the connecting member along the outer peripheral surface of the guide portion, the outer peripheral surface of the connecting portion, and the outer peripheral surface of the waterproof portion. Will be done. Then, for example, the water conveyed in the pipe member is sealed between the water stop portion and the connecting member, so that the water is prevented from leaking to the outside of the pipe member.
At this time, since the outer diameter of the connecting portion gradually decreases as it approaches the tip, the axis of the connecting member and the axis of the connecting portion coincide with each other as the connecting portion is inserted into the connecting member. Therefore, when the pipe member is inserted into the connecting member, the pipe member can be easily inserted along the axis of the connecting member.
Further, it is possible to construct a pipeline structure by using a pipe member that can be easily inserted along the axis of the connecting member when it is inserted into the connecting member.
Further, by bringing the sealing member into contact with the outer peripheral surface of the water blocking portion, it is possible to more reliably suppress the leakage of water from between the connecting member and the pipe member to the outside of the pipeline structure.

また、上記の管路構造において、前記接続本体の外径及び前記管部材の前記管本体の外径は、互いに同等であってもよい。 Further, in the above pipeline structure, the outer diameter of the connection body and the outer diameter of the pipe body of the pipe member may be equal to each other.

また、上記の管路構造において、前記止水部の外径は、前記管本体の軸線方向の位置によらず一定であり、前記連結部の前記止水部側の端における外径は、前記止水部の外径に等しく、前記案内部の外径は、前記軸線方向の位置によらず一定であり、前記連結部の前記案内部側の端における外径は、前記案内部の外径に等くてもよい。 Further, in the above-mentioned pipeline structure, the outer diameter of the water-stopping portion is constant regardless of the position in the axial direction of the pipe body, and the outer diameter at the end of the connecting portion on the water-stopping portion side is the above-mentioned. The outer diameter of the guide portion is equal to the outer diameter of the water stop portion, the outer diameter of the guide portion is constant regardless of the position in the axial direction, and the outer diameter at the end of the connecting portion on the guide portion side is the outer diameter of the guide portion. May be equal to.

また、本発明の既設管の更生構造は、前記既設管と、前記既設管内に挿入された請求項2又は3に記載の管路構造と、前記既設管の軸方向に延びるとともに前記既設管の内周面及び前記管路構造の外周面にそれぞれ接触し、内部に充填材が充填された管状部材と、を備え、前記管状部材には、前記管状部材の外周面と内周面との間を貫通し、硬化する前の前記充填材が通る貫通孔が形成されていることを特徴としている。
この発明によれば、充填材が充填された管状部材が既設管及び管路構造にそれぞれ接触することにより、既設管に対して管路構造が既設管の径方向に位置ズレするのを抑えることができる。
Further, the rehabilitation structure of the existing pipe of the present invention includes the existing pipe, the pipeline structure according to claim 2 or 3 inserted in the existing pipe, and the existing pipe extending in the axial direction of the existing pipe. A tubular member that is in contact with the inner peripheral surface and the outer peripheral surface of the pipeline structure and is filled with a filler inside is provided, and the tubular member includes an outer peripheral surface and an inner peripheral surface of the tubular member. It is characterized in that a through hole is formed through the space through which the filler before curing is passed .
According to the present invention, it is possible to prevent the pipeline structure from being displaced in the radial direction of the existing pipe with respect to the existing pipe by contacting the tubular member filled with the filler with the existing pipe and the pipeline structure, respectively. Can be done.

また、本発明の管路構造の製造方法は、上記に記載の管路構造を製造する管路構造の製造方法であって、前記接続部材に対して前記管部材を、前記接続部材の軸線に沿って挿入して前記接続部材と前記管部材とを接続する接続工程を行うことを特徴としている。
この発明によれば、管路構造を製造する際に接続部材内に管部材を挿入するときに、接続部材の軸線に対して管部材を挿入しやすくすることができる。
Further, the method for manufacturing a pipeline structure of the present invention is a method for manufacturing a pipeline structure according to the above description, wherein the pipe member is attached to the connection member and the axis of the connection member is used. It is characterized in that a connection step of connecting the connecting member and the pipe member by inserting along the line is performed.
According to the present invention, when the pipe member is inserted into the connecting member at the time of manufacturing the pipeline structure, the pipe member can be easily inserted with respect to the axis of the connecting member.

本発明の管路構造、既設管の更生構造、及び管路構造の製造方法によれば、接続部材内に挿入するときに接続部材の軸線に沿って挿入しやすくすることができる。 According to the pipeline structure, the rehabilitation structure of the existing pipe, and the method for manufacturing the pipeline structure of the present invention, it is possible to facilitate insertion along the axis of the connecting member when inserting into the connecting member.

本発明の一実施形態の既設管の更生構造を側面視した断面図である。It is sectional drawing which looked at the rehabilitation structure of the existing pipe of one Embodiment of this invention from the side view. 図1中の切断線A-Aの断面図である。It is sectional drawing of the cutting line AA in FIG. 同既設管の更生構造における管路構造を側面視したときの上半分の断面図である。It is sectional drawing of the upper half when the pipeline structure in the rehabilitation structure of the existing pipe is viewed from the side. 同管路構造における管部材を側面視したときの上半分の断面図である。It is sectional drawing of the upper half when the pipe member in the same pipeline structure is seen from the side. 同管路構造における接続部材を側面視したときの上半分の断面図である。It is sectional drawing of the upper half when the connecting member in the same pipeline structure is seen from the side. 同管路構造の製造方法を説明する側面視した断面図である。It is sectional drawing from the side view explaining the manufacturing method of the pipeline structure. 同既設管の更生構造に用いられるホースの例を示す斜視図である。It is a perspective view which shows the example of the hose used for the rehabilitation structure of the existing pipe. 既設管の更生方法を説明する断面図である。It is sectional drawing explaining the method of rehabilitation of an existing pipe. 既設管の更生方法を示すフローチャートである。It is a flowchart which shows the rehabilitation method of an existing pipe.

以下、本発明に係る既設管の更生構造の一実施形態を、図1から図9を参照しながら説明する。図1及び図2に示すように、本実施形態の既設管の更生構造1は、既設管11と、本実施形態の管路構造16と、ホース(管状部材)36と、を備えている。
既設管11は、地中に埋設されている。既設管11は、水平面に沿って延びるように配置されている。既設管11は、鋼管やヒューム管等で形成されている。
Hereinafter, an embodiment of the rehabilitation structure of the existing pipe according to the present invention will be described with reference to FIGS. 1 to 9. As shown in FIGS. 1 and 2, the rehabilitation structure 1 of the existing pipe of the present embodiment includes the existing pipe 11, the pipeline structure 16 of the present embodiment, and the hose (tubular member) 36.
The existing pipe 11 is buried in the ground. The existing pipe 11 is arranged so as to extend along the horizontal plane. The existing pipe 11 is formed of a steel pipe, a Hume pipe, or the like.

管路構造16は、既設管11内に挿入されている。図1及び図3に示すように、管路構造16は、本実施形態の管部材17と、接続部材26と、を有している。管部材17及び接続部材26は、既設管11内に挿入して用いられる。管路構造16を構成する管部材17の数及び接続部材26の数は、それぞれ1以上であれば特に限定されない。
図4に示すように、管部材17は、管本体18と、管本体18の第1端(先端)18aに形成された第1挿し口19Aと、管本体18の第1端18aとは反対側の第2端(基端)18bに形成された第2挿し口19Bと、を備えている。管本体18は、管状に形成されている。
本実施形態では、第1挿し口19Aの構成と第2挿し口19Bの構成とは、互いに同一である。このため、第1挿し口19Aの構成を、数字に英大文字「A」を付加することで示す。第2挿し口19Bのうち第1挿し口19Aに対応する構成を、第1挿し口19Aと同一の数字に英大文字「B」を付加することで示す。これにより、重複する説明を省略する。例えば、第1挿し口19Aの後述する第1止水部20Aと第2挿し口19Bの第2止水部20Bとは、互いに同一の構成である。後述する封止部材28A,28Bについても同様である。
The pipeline structure 16 is inserted into the existing pipe 11. As shown in FIGS. 1 and 3, the pipeline structure 16 includes a pipe member 17 and a connecting member 26 of the present embodiment. The pipe member 17 and the connecting member 26 are used by being inserted into the existing pipe 11. The number of pipe members 17 and the number of connecting members 26 constituting the pipeline structure 16 are not particularly limited as long as they are 1 or more.
As shown in FIG. 4, the pipe member 17 is opposite to the pipe body 18, the first insertion port 19A formed at the first end (tip) 18a of the pipe body 18, and the first end 18a of the pipe body 18. It is provided with a second insertion port 19B formed at the second end (base end) 18b on the side. The tube body 18 is formed in a tubular shape.
In the present embodiment, the configuration of the first insertion slot 19A and the configuration of the second insertion slot 19B are the same as each other. Therefore, the configuration of the first insertion slot 19A is shown by adding the capital letter "A" to the numbers. The configuration corresponding to the first insertion slot 19A of the second insertion slot 19B is shown by adding the capital letter "B" to the same number as the first insertion slot 19A. As a result, duplicate explanations will be omitted. For example, the first water stop portion 20A described later of the first insertion port 19A and the second water stop portion 20B of the second insertion port 19B have the same configuration. The same applies to the sealing members 28A and 28B described later.

第1挿し口19Aは、第1止水部(止水部)20Aと、第1連結部(連結部)21Aと、第1案内部(案内部)22Aと、を有している。第1止水部20A、第1連結部21A、及び第1案内部22Aは、それぞれ円筒状に形成されている。
第1止水部20Aの外径は、管本体18の外径よりも小さい。第1止水部20Aの外径は、管本体18の軸線C方向の位置によらず一定である。
The first insertion port 19A has a first water stop portion (water stop portion) 20A, a first connecting portion (connecting portion) 21A, and a first guide portion (guide portion) 22A. The first water stop portion 20A, the first connecting portion 21A, and the first guide portion 22A are each formed in a cylindrical shape.
The outer diameter of the first water stop portion 20A is smaller than the outer diameter of the pipe body 18. The outer diameter of the first water stop portion 20A is constant regardless of the position of the pipe body 18 in the axis C direction.

第1連結部21Aは、管本体18において、第1止水部20Aよりも管本体18の第1端18aの近くに形成されている。第1連結部21Aの外周面は、第1止水部20Aの外周面に連なる。第1連結部21Aの外径は、第1端18aに近付くに従い漸次、小さくなる。言い換えれば、第1連結部21Aは、第1端18aに近付くに従い外径が小さくなるテーパー形状である。
第1案内部22Aは、管本体18において、第1連結部21Aよりも第1端18aの近くに形成されている。第1案内部22Aの外周面は、第1連結部21Aの外周面に連なる。第1案内部22Aの外径は、軸線C方向の位置によらず一定である。言い換えれば、第1案内部22Aは直管状である。
なお、第1案内部22Aの外径は、第1端18aに近付くに従い漸次、小さくなってもよい。
第1案内部22Aの外周面と軸線Cとが管本体18の第2端18b側になす角度θは、第1連結部21Aの外周面と軸線Cとが第2端18b側になす角度θよりも小さい。なおこの例では、角度θはほぼ0°である。例えば、角度θは15°である。角度θには、第1案内部22Aの外周面と軸線Cとが正の値の角度を成さない、完全に0°である場合も含まれる。
The first connecting portion 21A is formed in the pipe main body 18 closer to the first end 18a of the pipe main body 18 than the first waterproof portion 20A. The outer peripheral surface of the first connecting portion 21A is connected to the outer peripheral surface of the first water blocking portion 20A. The outer diameter of the first connecting portion 21A gradually decreases as it approaches the first end 18a. In other words, the first connecting portion 21A has a tapered shape in which the outer diameter becomes smaller as it approaches the first end 18a.
The first guide portion 22A is formed in the pipe body 18 closer to the first end 18a than the first connecting portion 21A. The outer peripheral surface of the first guide portion 22A is connected to the outer peripheral surface of the first connecting portion 21A. The outer diameter of the first guide portion 22A is constant regardless of the position in the axis C direction. In other words, the first guide portion 22A is a straight tube.
The outer diameter of the first guide portion 22A may gradually decrease as it approaches the first end 18a.
The angle θ 1 formed by the outer peripheral surface of the first guide portion 22A and the axis C on the second end 18b side of the pipe body 18 is the angle formed by the outer peripheral surface of the first connecting portion 21A and the axis C on the second end 18b side. Less than θ 2 . In this example, the angle θ 1 is approximately 0 °. For example, the angle θ 2 is 15 °. The angle θ 1 also includes a case where the outer peripheral surface of the first guide portion 22A and the axis C do not form an angle of a positive value and are completely 0 °.

第1止水部20A、第1連結部21A、及び第1案内部22Aは、管本体18と同軸にそれぞれ配置されている。管本体18の内径、第1止水部20Aの内径、第1連結部21Aの内径、及び第1案内部22Aの内径は、互いに同等である。
第2挿し口19Bは、第1挿し口19Aの第1止水部20A、第1連結部21Aと、第1案内部22Aと同様に構成された第2止水部20B、第2連結部21B、第2案内部22Bを有している。管部材17は、軸線C方向の中心を通る基準面に対して面対称に構成されている。
管本体18、及び挿し口19A,19Bは、塩化ビニル、ポリプロピレン、ガラス繊維強化レジンモルタル(FRP)等により一体に形成されている。
The first water stop portion 20A, the first connecting portion 21A, and the first guide portion 22A are arranged coaxially with the pipe body 18. The inner diameter of the pipe body 18, the inner diameter of the first water stop portion 20A, the inner diameter of the first connecting portion 21A, and the inner diameter of the first guide portion 22A are equal to each other.
The second insertion port 19B includes a first water stop portion 20A and a first connection portion 21A of the first insertion port 19A, and a second water stop portion 20B and a second connection portion 21B configured in the same manner as the first guide portion 22A. , Has a second guide portion 22B. The pipe member 17 is configured to be plane-symmetrical with respect to a reference plane passing through the center in the axis C direction.
The tube body 18 and the insertion ports 19A and 19B are integrally formed of vinyl chloride, polypropylene, glass fiber reinforced resin mortar (FRP), or the like.

図5に示すように、接続部材26は、円筒状に形成されている。接続部材26は、接続本体27と、一対の封止部材28A,28Bと、を備えている。接続部材26の軸線は、管本体18の軸線Cに一致する。
接続本体27は、円筒状に形成されている。接続本体27の外径及び管部材17の管本体18の外径は、互いに同等である。接続本体27は、ステンレス鋼や塩化ビニル等で形成されている。接続本体27の内径は、管部材17の第1止水部20Aの外径よりも大きい。
As shown in FIG. 5, the connecting member 26 is formed in a cylindrical shape. The connecting member 26 includes a connecting main body 27 and a pair of sealing members 28A and 28B. The axis of the connecting member 26 coincides with the axis C of the pipe body 18.
The connection body 27 is formed in a cylindrical shape. The outer diameter of the connecting main body 27 and the outer diameter of the pipe main body 18 of the pipe member 17 are equivalent to each other. The connection body 27 is made of stainless steel, vinyl chloride, or the like. The inner diameter of the connection body 27 is larger than the outer diameter of the first water stop portion 20A of the pipe member 17.

第1封止部材(封止部材)28Aは、基台29Aと、突部30A,31Aとを有している。基台29Aは、円筒状に形成されている。突部30A,31Aは、基台29Aの内周面から突出している。第1突部30Aは、第2突部31Aよりも接続本体27の端の近くに配置されている。突部30A,31Aは、軸線C方向に間隔を空けて配置されている。この例では、第1案内部22Aは2つの突部30A,31Aを有している。しかし、第1案内部22Aが有する突部の数は特に限定されず、1つでもよいし、3つ以上でもよい。
突部30A,31A全体としての軸線C方向の長さLは、第1案内部22Aの軸線C方向の長さL(図4参照)と同等か、長さLよりも短いことが好ましい。突部30A,31Aの内径は、管部材17の第1案内部22Aの外径と同等か、第1案内部22Aの外径よりも大きいことが好ましい。突部30A,31Aの内径は、第1止水部20Aの外径よりも小さい。
基台29A及び突部30A,31Aは、シリコーン樹脂、合成ゴム、エラストマー等により一体に形成されている。
The first sealing member (sealing member) 28A has a base 29A and protrusions 30A and 31A. The base 29A is formed in a cylindrical shape. The protrusions 30A and 31A project from the inner peripheral surface of the base 29A. The first protrusion 30A is arranged closer to the end of the connection body 27 than the second protrusion 31A. The protrusions 30A and 31A are arranged at intervals in the axis C direction. In this example, the first guide portion 22A has two protrusions 30A and 31A. However, the number of protrusions included in the first guide portion 22A is not particularly limited, and may be one or three or more.
The length L 1 in the axis C direction of the protrusions 30A and 31A as a whole may be equal to or shorter than the length L 2 (see FIG. 4) of the first guide portion 22A in the axis C direction. preferable. It is preferable that the inner diameters of the protrusions 30A and 31A are equal to the outer diameter of the first guide portion 22A of the pipe member 17 or larger than the outer diameter of the first guide portion 22A. The inner diameters of the protrusions 30A and 31A are smaller than the outer diameter of the first water stop portion 20A.
The base 29A and the protrusions 30A and 31A are integrally formed of a silicone resin, synthetic rubber, an elastomer or the like.

第1封止部材28Aの基台29Aは、接続本体27の端部の内周面に設けられている。基台29Aと接続本体27とは、図示しない接着剤等により固定されている。第2封止部材(封止部材)28Bは、第1封止部材28Aの基台29A、及び突部30A,31Aと同様に構成された基台29B、及び突部30B,31Bを有している。 The base 29A of the first sealing member 28A is provided on the inner peripheral surface of the end portion of the connection main body 27. The base 29A and the connection main body 27 are fixed by an adhesive or the like (not shown). The second sealing member (sealing member) 28B has a base 29A of the first sealing member 28A, a base 29B configured in the same manner as the protrusions 30A and 31A, and the protrusions 30B and 31B. There is.

図3に示すように、管路構造16では、接続部材26内に管部材17が挿入されることにより、接続部材26が管部材17に接続されている。接続部材26の第2封止部材28Bは、突部30B,31Bが接続部材26の径方向外側に弾性的に変形することにより、管部材17の第1止水部20Aの外周面に液密に接触している。 As shown in FIG. 3, in the pipeline structure 16, the connecting member 26 is connected to the pipe member 17 by inserting the pipe member 17 into the connecting member 26. The second sealing member 28B of the connecting member 26 is liquid-tight on the outer peripheral surface of the first water blocking portion 20A of the pipe member 17 due to the elastic deformation of the protrusions 30B and 31B outward in the radial direction of the connecting member 26. Is in contact with.

以上のように構成された管路構造16の敷設方法(製造方法)は、図6に示すように、接続部材26に対して管部材17を軸線Cに沿って挿入して接続部材26と管部材17とを接続する接続工程を行う。接続工程では、管部材17を第1案内部22A側から管部材17内に挿入する。接続部材26に対して管部材17は、第1案内部22Aの外周面に沿って案内される。第1案内部22Aの外径は、軸線C方向の位置によらず一定であるため、第1案内部22Aの外周面と軸線Cとのなす角度θがほぼ0°になり、管部材17が接続部材26内に軸線Cに沿って挿入される。
続いて、接続部材26に対して管部材17は、第1連結部21Aの外周面及び第1止水部20Aの外周面に沿って挿入される。第1案内部22Aと第1止水部20Aとの径方向の段差の間に第1連結部21Aが形成されているため、接続部材26がこの段差を乗り越えることができる。第1連結部21Aの外径は第1端18aに近付くに従い漸次小さくなるため、接続部材26内に第1連結部21Aを挿入するのに従い、接続部材26の軸線と第1連結部21Aの軸線とが一致するようになる。
In the method of laying (manufacturing method) the pipeline structure 16 configured as described above, as shown in FIG. 6, the pipe member 17 is inserted into the connecting member 26 along the axis C, and the connecting member 26 and the pipe are connected. A connection step for connecting the member 17 is performed. In the connection step, the pipe member 17 is inserted into the pipe member 17 from the first guide portion 22A side. The pipe member 17 is guided along the outer peripheral surface of the first guide portion 22A with respect to the connection member 26. Since the outer diameter of the first guide portion 22A is constant regardless of the position in the axis C direction, the angle θ 1 formed by the outer peripheral surface of the first guide portion 22A and the axis C becomes approximately 0 °, and the pipe member 17 Is inserted into the connecting member 26 along the axis C.
Subsequently, the pipe member 17 is inserted into the connecting member 26 along the outer peripheral surface of the first connecting portion 21A and the outer peripheral surface of the first water blocking portion 20A. Since the first connecting portion 21A is formed between the radial step between the first guide portion 22A and the first water stop portion 20A, the connecting member 26 can get over this step. Since the outer diameter of the first connecting portion 21A gradually decreases as it approaches the first end 18a, the axis of the connecting member 26 and the axis of the first connecting portion 21A as the first connecting portion 21A is inserted into the connecting member 26. Will match.

突部30A,31Aの内径は第1案内部22Aの外径以上であるため、接続部材26の第1封止部材28A内に第1案内部22Aを挿入したときに、第1封止部材28Aが変形することを抑えて、第1案内部22Aを容易に挿入することができる。突部30A,31Aの内径は、第1止水部20Aの外径よりも小さいため、図3に示すように、突部30B,31Bが接続部材26の径方向に変形し、管路構造16の第1止水部20Aと接続本体27の第2封止部材28Bとの間が液密に保持される。
なお、突部30A,31Aの内径は、第1案内部22Aの外径と同じでもよいし、第1案内部22Aの外径よりもやや小さくてもよい。
以上の工程により、接続部材26と管部材17とが接続される。
Since the inner diameters of the protrusions 30A and 31A are equal to or larger than the outer diameter of the first guide portion 22A, when the first guide portion 22A is inserted into the first sealing member 28A of the connecting member 26, the first sealing member 28A The first guide portion 22A can be easily inserted while suppressing the deformation of the guide portion 22A. Since the inner diameters of the protrusions 30A and 31A are smaller than the outer diameter of the first water stop portion 20A, as shown in FIG. 3, the protrusions 30B and 31B are deformed in the radial direction of the connecting member 26, and the pipeline structure 16 The space between the first water stop portion 20A and the second sealing member 28B of the connection main body 27 is held liquidtightly.
The inner diameters of the protrusions 30A and 31A may be the same as the outer diameter of the first guide portion 22A, or may be slightly smaller than the outer diameter of the first guide portion 22A.
By the above steps, the connecting member 26 and the pipe member 17 are connected.

図1及び図2に示すように、ホース36は、既設管11の軸方向に延びるとともに既設管11の内周面及び管路構造16の外周面にそれぞれ接触している。例えば、ホース36には、扁平な形状であって柔軟に変形可能なホースが用いられる。例えば、ホース36は、図7に示すサニーホース(登録商標、株式会社カテックス製)であることが好ましい。サニーホースは、化学繊維と軟質塩化ビニル等を原料として形成されている。図7では、ホース36単体が巻かれた状態を示している。図2に示すように、ホース36には貫通孔36aが形成されていることが好ましい。貫通孔36aは、ホース36の外周面と内周面との間を貫通している。
ホース36は、管路構造16の外周面の上部に配置されている。管路構造16とホース36とは、テープや接着剤等の固定部37により固定されている。
ホース36の内部、及びホース36の外部であって既設管11の内周面と管路構造16の外周面との間には、モルタル(充填材)38が充填されている。なお、ホース36に貫通孔36aが形成されていない場合には、モルタル38はホース36の内部のみに充填され、管路構造16が既設管11に固定される。これにより、既設管11に対して管路構造16が浮上するのを防止することができる。
As shown in FIGS. 1 and 2, the hose 36 extends in the axial direction of the existing pipe 11 and is in contact with the inner peripheral surface of the existing pipe 11 and the outer peripheral surface of the pipeline structure 16, respectively. For example, as the hose 36, a hose having a flat shape and being flexibly deformable is used. For example, the hose 36 is preferably a sunny hose (registered trademark, manufactured by Catex Co., Ltd.) shown in FIG. 7. The sunny hose is formed from chemical fibers, soft vinyl chloride and the like as raw materials. FIG. 7 shows a state in which the hose 36 alone is wound. As shown in FIG. 2, it is preferable that the hose 36 is formed with a through hole 36a. The through hole 36a penetrates between the outer peripheral surface and the inner peripheral surface of the hose 36.
The hose 36 is arranged on the upper part of the outer peripheral surface of the pipeline structure 16. The pipeline structure 16 and the hose 36 are fixed by a fixing portion 37 such as a tape or an adhesive.
A mortar (filler) 38 is filled between the inner peripheral surface of the existing pipe 11 and the outer peripheral surface of the pipeline structure 16 inside the hose 36 and outside the hose 36. When the through hole 36a is not formed in the hose 36, the mortar 38 is filled only inside the hose 36, and the pipeline structure 16 is fixed to the existing pipe 11. As a result, it is possible to prevent the pipeline structure 16 from surfacing with respect to the existing pipe 11.

次に、以上のように構成された管路構造16を用いて既設管11を更生する本実施形態の既設管11の更生方法について説明する。まず、図8を用いて既設管11の周辺の構成について説明する。
既設管11には、複数のマンホール41が接続されている。複数のマンホール41は、既設管11の長手方向に間隔を空けて配置されている。以下では、複数のマンホール41のうち、1つのマンホール41をマンホール41aとも言い、このマンホール41aに隣り合うマンホール41の1つをマンホール41bとも言う。
Next, a method of rehabilitating the existing pipe 11 of the present embodiment for rehabilitating the existing pipe 11 by using the pipeline structure 16 configured as described above will be described. First, the configuration around the existing pipe 11 will be described with reference to FIG.
A plurality of manholes 41 are connected to the existing pipe 11. The plurality of manholes 41 are arranged at intervals in the longitudinal direction of the existing pipe 11. In the following, of the plurality of manholes 41, one manhole 41 is also referred to as a manhole 41a, and one of the manholes 41 adjacent to the manhole 41a is also referred to as a manhole 41b.

既設管11の長手方向に隣り合うマンホール41の間には、取付管42が配置されてもよい。取付管42は、既設管11から斜め上方、又は上方に向かって延びている。取付管42の上端部であって地面Gの高さに対応する位置には、既設管11内を観察するための桝43が取付けられている。
マンホール41aの開口近くの地面Gには、第1ケーブルドラム45が配置されている。マンホール41bの開口近くの地面Gには、第2ケーブルドラム46が配置されている。
The mounting pipe 42 may be arranged between the manholes 41 adjacent to each other in the longitudinal direction of the existing pipe 11. The mounting pipe 42 extends diagonally upward or upward from the existing pipe 11. A basin 43 for observing the inside of the existing pipe 11 is attached to the upper end of the attachment pipe 42 at a position corresponding to the height of the ground G.
A first cable drum 45 is arranged on the ground G near the opening of the manhole 41a. A second cable drum 46 is arranged on the ground G near the opening of the manhole 41b.

次に、既設管11の更生方法の各工程について説明する。図9は既設管11の更生方法Sを示すフローチャートである。
まず、ケーブル配線工程(図9に示すステップS1)において、図8に示すように、第2ケーブルドラム46から巻き出されたケーブル48を、マンホール41aまで引き込み、第1ケーブルドラム45に巻きつける。
次に、第1配置工程(ステップS3)において、例えばマンホール41aを通して既設管11内に、先頭管49、接続部材26、及び管部材17を1つずつ配置する。先頭管49は、管部材17の構成に対して第2端が先細り形状になったものである。先頭管49等に、ケーブル48を接続する。
Next, each step of the rehabilitation method of the existing pipe 11 will be described. FIG. 9 is a flowchart showing the rehabilitation method S of the existing pipe 11.
First, in the cable wiring step (step S1 shown in FIG. 9), as shown in FIG. 8, the cable 48 unwound from the second cable drum 46 is pulled into the manhole 41a and wound around the first cable drum 45.
Next, in the first arrangement step (step S3), the head pipe 49, the connecting member 26, and the pipe member 17 are arranged one by one in the existing pipe 11 through, for example, the manhole 41a. The leading pipe 49 has a tapered shape at the second end with respect to the configuration of the pipe member 17. The cable 48 is connected to the head pipe 49 and the like.

次に、前述の接続工程(ステップS5、管路構造16の製造方法)を行い、既設管11内で管路構造16を製造する。この接続工程S5において、管路構造16の上部に固定部37によりホース36を取付ける。
次に、管路挿入工程(ステップS7)において、既設管11内の奥側(マンホール41b側)に管路構造16を挿入する。このとき、第2ケーブルドラム46によりケーブル48を巻き取ることにより、既設管11内に管路構造16を挿入してもよい。
なお、既設管11内で、先頭管49及び管部材17等の挿入管が引っかかった場合は、第1ケーブルドラム45によりケーブル48を引き戻すことができる。
Next, the above-mentioned connection step (step S5, manufacturing method of the pipeline structure 16) is performed to manufacture the pipeline structure 16 in the existing pipe 11. In this connection step S5, the hose 36 is attached to the upper part of the pipeline structure 16 by the fixing portion 37.
Next, in the pipeline insertion step (step S7), the pipeline structure 16 is inserted into the inner side (manhole 41b side) of the existing pipe 11. At this time, the pipeline structure 16 may be inserted into the existing pipe 11 by winding the cable 48 with the second cable drum 46.
If the leading pipe 49 and the insertion pipe such as the pipe member 17 are caught in the existing pipe 11, the cable 48 can be pulled back by the first cable drum 45.

次に、ステップS9において、管路構造16が所定の長さ以上になったか否かを判断する。例えば、所定の長さは、マンホール41aからマンホール41bまでの既設管11に沿った長さである。管路構造16の長さは、互いに接続した管部材17及び接続部材26の数等から求めることができる。
ステップS9において管路構造16が所定の長さ以上になった(Yes)と判断すると、ステップS13に移行する。一方で、ステップS9において管路構造16が所定の長さ以上になっていない(No)と判断すると、ステップS11に移行する。
Next, in step S9, it is determined whether or not the pipeline structure 16 has a predetermined length or more. For example, the predetermined length is the length along the existing pipe 11 from the manhole 41a to the manhole 41b. The length of the pipeline structure 16 can be obtained from the number of the pipe members 17 and the connecting members 26 connected to each other.
If it is determined in step S9 that the pipeline structure 16 has a predetermined length or more (Yes), the process proceeds to step S13. On the other hand, if it is determined in step S9 that the pipeline structure 16 does not have a predetermined length or more (No), the process proceeds to step S11.

第2配置工程(ステップS11)において、例えばマンホール41aを通して既設管11内に、接続部材26及び管部材17を1つずつ配置する。
次に、接続工程S5を行い、既に製造した管路構造16に接続部材26及び管部材17を新たに接続して、管路構造16を長くする。新たに接続した接続部材26及び管部材17に、ホース36を取付ける。
次に、管路挿入工程S7を行い、既設管11内に管路構造16を挿入する。管路挿入工程S7が終了すると、ステップS9に移行する。
こうして、第2配置工程S11、接続工程S5、及び管路挿入工程S7を、管路構造16が所定の長さ以上になるまで繰り返す。
ステップS9において管路構造16が所定の長さ以上になった(Yes)と判断されたら、管路構造16から先頭管49及びケーブル48を取外す。
In the second arrangement step (step S11), for example, the connecting member 26 and the pipe member 17 are arranged one by one in the existing pipe 11 through the manhole 41a.
Next, the connection step S5 is performed, and the connection member 26 and the pipe member 17 are newly connected to the already manufactured pipeline structure 16 to lengthen the pipeline structure 16. The hose 36 is attached to the newly connected connecting member 26 and pipe member 17.
Next, the pipeline insertion step S7 is performed, and the pipeline structure 16 is inserted into the existing pipe 11. When the pipeline insertion step S7 is completed, the process proceeds to step S9.
In this way, the second arrangement step S11, the connection step S5, and the pipeline insertion step S7 are repeated until the pipeline structure 16 has a predetermined length or more.
When it is determined in step S9 that the pipeline structure 16 has a predetermined length or more (Yes), the leading pipe 49 and the cable 48 are removed from the pipeline structure 16.

充填材注入工程(ステップS13)において、ホース36内に、モルタル38が硬化する前のモルタル38aを注入する(図2参照)。注入されたモルタル38aは、ホース36内に供給されると同時に、ホース36に形成された貫通孔36aを通してホース36の外部に流れ、既設管11の内周面と管路構造16の外周面との間に供給される。モルタル38aが乾燥して硬化すると、モルタル38となる。ホース36内及び既設管11内にモルタル38が充填されるため、既設管11に対して管路構造16が既設管11の径方向に位置ズレし難くなる。
以上で、既設管11の更生方法Sの全工程が終了し、既設管11が更生される。
In the filler injection step (step S13), the mortar 38a before the mortar 38 is cured is injected into the hose 36 (see FIG. 2). The injected mortar 38a is supplied into the hose 36 and at the same time flows to the outside of the hose 36 through the through hole 36a formed in the hose 36, and flows to the inner peripheral surface of the existing pipe 11 and the outer peripheral surface of the pipeline structure 16. Supplied during. When the mortar 38a dries and hardens, it becomes the mortar 38. Since the mortar 38 is filled in the hose 36 and the existing pipe 11, the pipeline structure 16 is less likely to be displaced in the radial direction of the existing pipe 11 with respect to the existing pipe 11.
With the above, all the steps of the rehabilitation method S of the existing pipe 11 are completed, and the existing pipe 11 is rehabilitated.

以上説明したように、本実施形態の管部材17によれば、接続部材26内に管部材17を挿入するときに、接続部材26に対して管部材17は、第1案内部22Aの外周面、第1連結部21Aの外周面、及び第1止水部20Aの外周面に沿って挿入される。そして、管部材17内を搬送される水が、第1止水部20Aと接続部材26との間で封止されることにより、管部材17の外部に漏れるのが抑制される。
このとき、第1連結部21Aの外径は第1端18aに近付くに従い漸次小さくなるため、接続部材26内に第1連結部21Aを挿入するのに従い、接続部材26の軸線と第1連結部21Aの軸線とが一致するようになる。従って、接続部材26内に管部材17を挿入するときに、接続部材26の軸線に対して管部材17が傾くのを抑制することができる。
As described above, according to the pipe member 17 of the present embodiment, when the pipe member 17 is inserted into the connecting member 26, the pipe member 17 is attached to the outer peripheral surface of the first guide portion 22A with respect to the connecting member 26. , Is inserted along the outer peripheral surface of the first connecting portion 21A and the outer peripheral surface of the first water blocking portion 20A. Then, the water conveyed in the pipe member 17 is sealed between the first water stop portion 20A and the connecting member 26, so that the water is suppressed from leaking to the outside of the pipe member 17.
At this time, since the outer diameter of the first connecting portion 21A gradually decreases as it approaches the first end 18a, the axis of the connecting member 26 and the first connecting portion are inserted as the first connecting portion 21A is inserted into the connecting member 26. It comes to coincide with the axis of 21A. Therefore, when the pipe member 17 is inserted into the connecting member 26, it is possible to prevent the pipe member 17 from tilting with respect to the axis of the connecting member 26.

第1案内部22Aの外径は軸線C方向の位置によらず一定であり、第1案内部22Aの外周面と軸線Cとがなす角度θは、第1連結部21Aの外周面と軸線Cとがなす角度θよりも小さく、ほぼ0°である。このため、接続部材26内に管部材17を軸線Cに沿って挿入することができる。
これに対して、管部材が第1案内部22Aを備えず、管部材の第1端に第1連結部21Aが形成されている従来の管部材では、管部材の挿入は以下のようになる。接続部材26内に管部材を挿入するときに、管部材が軸線Cに対して傾いてしまう。このため、挿入に過大な挿入力が必要になり、管部材の挿入が難しくなる。
The outer diameter of the first guide portion 22A is constant regardless of the position in the axis C direction, and the angle θ 1 formed by the outer peripheral surface of the first guide portion 22A and the axis C is the outer peripheral surface of the first connecting portion 21A and the axis. It is smaller than the angle θ 2 formed by C and is almost 0 °. Therefore, the pipe member 17 can be inserted into the connecting member 26 along the axis C.
On the other hand, in the conventional pipe member in which the pipe member does not have the first guide portion 22A and the first connecting portion 21A is formed at the first end of the pipe member, the insertion of the pipe member is as follows. .. When the pipe member is inserted into the connecting member 26, the pipe member is tilted with respect to the axis C. Therefore, an excessive insertion force is required for insertion, which makes it difficult to insert the pipe member.

また、本実施形態の管路構造16によれば、挿入時に管部材17が傾斜するのが抑制され、挿入後は既設管11の不陸や蛇行に追従することができる。
接続部材26が、接続本体27と第2封止部材28Bとを備えている。第2封止部材28Bを管路構造16の第1止水部20Aの外周面に接触させることにより、接続部材26と管部材17との間から管路構造16の外部に水が漏れるのをより確実に抑えることができる。
Further, according to the pipeline structure 16 of the present embodiment, the pipe member 17 is suppressed from being tilted at the time of insertion, and after the insertion, it is possible to follow the unevenness and meandering of the existing pipe 11.
The connecting member 26 includes a connecting main body 27 and a second sealing member 28B. By bringing the second sealing member 28B into contact with the outer peripheral surface of the first water stop portion 20A of the pipeline structure 16, water leaks from between the connecting member 26 and the pipe member 17 to the outside of the pipeline structure 16. It can be suppressed more reliably.

また、本実施形態の既設管11の更生構造1によれば、既設管11と、管路構造16と、モルタル38が収容されたホース36と、を備える。モルタル38が収容されたホース36が既設管11及び管路構造16にそれぞれ接触することにより、既設管11に対して管路構造16が既設管11の径方向に位置ズレするのを抑えることができる。
また、本実施形態の管路構造16の製造方法によれば、管路構造16を製造する際に接続部材26内に管部材17を挿入するときに、接続部材26の軸線Cに対して管部材17を挿入しやすくすることができる。
Further, according to the rehabilitation structure 1 of the existing pipe 11 of the present embodiment, the existing pipe 11, the pipeline structure 16, and the hose 36 containing the mortar 38 are provided. When the hose 36 containing the mortar 38 comes into contact with the existing pipe 11 and the pipeline structure 16, the pipeline structure 16 can be prevented from being displaced in the radial direction of the existing pipe 11 with respect to the existing pipe 11. can.
Further, according to the method for manufacturing the pipeline structure 16 of the present embodiment, when the pipe member 17 is inserted into the connecting member 26 when the pipeline structure 16 is manufactured, the pipe is connected to the axis C of the connecting member 26. The member 17 can be easily inserted.

また、既設管11の更生方法Sでは、第1配置工程S3の後で接続工程S5を行う。従って、既設管11内で管路構造16を製造して、既設管11を更生することができる。
接続工程S5において管路構造16にホース36を取付けてから、管路挿入工程S7を行う。これにより、既設管11内に管路構造16とともにホース36を容易に挿入することができる。
Further, in the rehabilitation method S of the existing pipe 11, the connection step S5 is performed after the first placement step S3. Therefore, the pipeline structure 16 can be manufactured in the existing pipe 11 to rehabilitate the existing pipe 11.
After attaching the hose 36 to the pipeline structure 16 in the connection step S5, the pipeline insertion step S7 is performed. As a result, the hose 36 can be easily inserted into the existing pipe 11 together with the pipeline structure 16.

以上、本発明の一実施形態について図面を参照して詳述したが、具体的な構成はこの実施形態に限られるものではなく、本発明の要旨を逸脱しない範囲の構成の変更、組み合わせ、削除等も含まれる。
例えば、前記実施形態では、管部材17に第2挿し口19Bが形成されず、管部材17に第1挿し口19Aのみが形成されるように構成してもよい。同様に、接続部材26が第1封止部材28Aを備えず、第2封止部材28Bだけを備えるように構成してもよい。このように構成しても、1つの接続部材26と1つの管部材17とを水が漏れないように接続して管路構造16を構成することができるからである。
Although one embodiment of the present invention has been described in detail with reference to the drawings, the specific configuration is not limited to this embodiment, and the configuration is changed, combined, or deleted without departing from the gist of the present invention. Etc. are also included.
For example, in the above-described embodiment, the tube member 17 may be configured so that the second insertion port 19B is not formed and only the first insertion port 19A is formed in the tube member 17. Similarly, the connecting member 26 may be configured to include only the second sealing member 28B without the first sealing member 28A. This is because even with such a configuration, one connecting member 26 and one pipe member 17 can be connected so as not to leak water to form the pipeline structure 16.

管状部材は樹脂で形成されたホース36であるとしたが、管状部材はアルミニウム等の比較的柔らかい金属等で形成されてもよい。
既設管11の更生方法Sでは、接続工程S5において管路構造16にホース36を取付けずに、管路挿入工程の後で既設管11内にホース36を挿入する管状部材挿入工程を行ってもよい。
Although the tubular member is a hose 36 made of resin, the tubular member may be made of a relatively soft metal such as aluminum.
In the rehabilitation method S of the existing pipe 11, even if the hose 36 is not attached to the pipeline structure 16 in the connection step S5 and the tubular member insertion step of inserting the hose 36 into the existing pipe 11 is performed after the pipeline insertion step. good.

1 既設管の更生構造
11 既設管
16 管路構造
17 管部材
18 管本体
18a 第1端(先端)
20A 第1止水部(止水部)
21A 第1連結部(連結部)
22A 第1案内部(案内部)
26 接続部材
27 接続本体
28A 第1封止部材(封止部材)
28B 第2封止部材(封止部材)
36 ホース(管状部材)
38 モルタル(充填材)
C 軸線
S5 接続工程
θ,θ 角度
1 Rehabilitation structure of existing pipes 11 Existing pipes 16 Pipeline structure 17 Pipe members 18 Pipe body 18a First end (tip)
20A 1st water stop (water stop)
21A 1st connecting part (connecting part)
22A 1st guidance section (guidance section)
26 Connection member 27 Connection body 28A First sealing member (sealing member)
28B 2nd sealing member (sealing member)
36 hose (tubular member)
38 Mortar (filler)
C-axis line S5 Connection process θ 1 , θ 2 Angle

Claims (5)

既設管内に挿入して用いられる管部材と、
筒状に形成され、前記管部材が挿入されて前記管部材に接続される接続部材と、
を備える管路構造であって、
前記管部材は、
管本体と、
前記管本体に形成された止水部と、
前記管本体において、前記止水部よりも前記管本体の先端の近くに形成された連結部と、
前記管本体において、前記連結部よりも前記先端の近くに形成された案内部と、
を備え、
前記連結部の外径は、前記先端に近付くに従い漸次小さくなり、
前記接続部材は、
筒状に形成され、内径が、前記止水部の外径よりも大きい接続本体と、
前記接続本体の端部の内周面に設けられ、前記止水部の外周面に液密に接触する封止部材と、
を有し、
前記封止部材は、円環状の突部を有し、
前記突部の内径は、前記案内部の外径以上であり、
前記突部の内径が、前記止水部の外径より小さい、管路構造。
Pipe members used by inserting into existing pipes,
A connecting member formed in a cylindrical shape, into which the pipe member is inserted and connected to the pipe member,
It is a pipeline structure equipped with
The pipe member is
With the tube body
The water stop portion formed on the pipe body and
In the pipe body, a connecting portion formed closer to the tip of the pipe body than the water stop portion,
In the pipe body, a guide portion formed closer to the tip than the connecting portion,
Equipped with
The outer diameter of the connecting portion gradually decreases as it approaches the tip.
The connecting member is
A connection body that is formed in a cylindrical shape and whose inner diameter is larger than the outer diameter of the water stop portion.
A sealing member provided on the inner peripheral surface of the end portion of the connection body and in liquid-tight contact with the outer peripheral surface of the water stop portion.
Have,
The sealing member has an annular protrusion and has an annular protrusion.
The inner diameter of the protrusion is equal to or larger than the outer diameter of the guide portion.
A pipeline structure in which the inner diameter of the protrusion is smaller than the outer diameter of the water stop.
前記接続本体の外径及び前記管部材の前記管本体の外径は、互いに同等である、請求項1に記載の管路構造。 The pipeline structure according to claim 1, wherein the outer diameter of the connection body and the outer diameter of the pipe body of the pipe member are equivalent to each other. 前記止水部の外径は、前記管本体の軸線方向の位置によらず一定であり、
前記連結部の前記止水部側の端における外径は、前記止水部の外径に等しく、
前記案内部の外径は、前記軸線方向の位置によらず一定であり、
前記連結部の前記案内部側の端における外径は、前記案内部の外径に等しい、請求項1又は2に記載の管路構造。
The outer diameter of the water stop portion is constant regardless of the position of the pipe body in the axial direction.
The outer diameter of the connecting portion on the water-stopping portion side is equal to the outer diameter of the water-stopping portion.
The outer diameter of the guide portion is constant regardless of the position in the axial direction.
The pipeline structure according to claim 1 or 2, wherein the outer diameter at the end of the connecting portion on the guide portion side is equal to the outer diameter of the guide portion.
前記既設管と、
前記既設管内に挿入された請求項1から3のいずれか一項に記載の管路構造と、
前記既設管の軸方向に延びるとともに前記既設管の内周面及び前記管路構造の外周面にそれぞれ接触し、内部に充填材が充填された管状部材と、
を備え、
前記管状部材には、前記管状部材の外周面と内周面との間を貫通し、硬化する前の前記充填材が通る貫通孔が形成されている、既設管の更生構造。
With the existing pipe
The pipeline structure according to any one of claims 1 to 3 inserted into the existing pipe.
A tubular member that extends in the axial direction of the existing pipe and is in contact with the inner peripheral surface of the existing pipe and the outer peripheral surface of the pipeline structure and is filled with a filler inside.
Equipped with
A rehabilitation structure of an existing pipe in which a through hole is formed in the tubular member so as to penetrate between the outer peripheral surface and the inner peripheral surface of the tubular member and allow the filler to pass through before being cured.
請求項1から3のいずれか一項に記載の管路構造を製造する管路構造の製造方法であって、
前記接続部材に対して前記管部材を、前記接続部材の軸線に沿って挿入して前記接続部材と前記管部材とを接続する接続工程を行う管路構造の製造方法。
A method for manufacturing a pipeline structure according to any one of claims 1 to 3.
A method for manufacturing a pipeline structure in which a pipe member is inserted into the connection member along an axis of the connection member to perform a connection step of connecting the connection member and the pipe member.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009052636A (en) 2007-08-27 2009-03-12 Nippon Steel & Sumikin Metal Products Co Ltd Rehabilitation of existing pipes
JP2014206209A (en) 2013-04-12 2014-10-30 栄喜 木村 Underground buried pipe regenerating pipe material
JP2017129161A (en) 2016-01-18 2017-07-27 積水化学工業株式会社 Pipe connection structure and pipe unit used for the pipe connection structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009052636A (en) 2007-08-27 2009-03-12 Nippon Steel & Sumikin Metal Products Co Ltd Rehabilitation of existing pipes
JP2014206209A (en) 2013-04-12 2014-10-30 栄喜 木村 Underground buried pipe regenerating pipe material
JP2017129161A (en) 2016-01-18 2017-07-27 積水化学工業株式会社 Pipe connection structure and pipe unit used for the pipe connection structure

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