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JP2016109156A - Composite pipe and its manufacturing method - Google Patents

Composite pipe and its manufacturing method Download PDF

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Publication number
JP2016109156A
JP2016109156A JP2014244528A JP2014244528A JP2016109156A JP 2016109156 A JP2016109156 A JP 2016109156A JP 2014244528 A JP2014244528 A JP 2014244528A JP 2014244528 A JP2014244528 A JP 2014244528A JP 2016109156 A JP2016109156 A JP 2016109156A
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cylindrical
tubular
composite pipe
fiber
mortar
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JP6656745B2 (en
Inventor
八木 伊三郎
Isaburo Yagi
伊三郎 八木
和孝 ▲柄▼崎
和孝 ▲柄▼崎
Kazutaka Tsukazaki
善行 塩唐松
Yoshiyuki Shiokaramatsu
善行 塩唐松
健志朗 平子
Kenshiro Hirako
健志朗 平子
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Ashimori Industry Co Ltd
Ashimori Engineering Co Ltd
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Ashimori Industry Co Ltd
Ashimori Engineering Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To manufacture a composite pipe on a construction site and to easily lay the long composite pipe with high adhesiveness of fiber layers and mortar without separation, with respect to the composite pipe having the cylindrical fiber layers on its inner and outer faces, and charging mortar therebetween.SOLUTION: A cylindrical body 6 obtained by integrally forming a woven fabric layer 8 on an outer side of a pipe body 7 composed of hard thermoplastic, is inserted into a cylindrical fiber body 5, and mortar 10 is charged between the cylindrical fiber body 5 and the cylindrical body 6.EFFECT: As the cylindrical fiber body of an outer face and the woven fabric layer formed on an outer face of the cylindrical body are exposed, the mortar is hardened in a state of being kept into contact with the cylindrical fiber body and the woven fabric layer, and the mortar bites into irregularity of the cylindrical fiber, adhesive force is significantly improved.SELECTED DRAWING: Figure 1

Description

本発明は複合管及びその製造方法に関するものであって、特に管路の補修材としての複合管又は、地上において災害時などに臨時に構成して排水などを通すための複合管及び、その製造方法に関するものである。   TECHNICAL FIELD The present invention relates to a composite pipe and a method for manufacturing the composite pipe, and in particular, a composite pipe as a repair material for a pipeline, or a composite pipe configured to allow temporary drainage and the like in the event of a disaster on the ground, and its manufacture. It is about the method.

図1は、本発明を管路の補修材として使用する場合を示すものであって、管路1がマンホール2,2間に設置されており、その管路1が老朽化して漏水などを起こす場合などにおいて、その管路1内にその損傷部を補修するための補修材として、本発明の複合管3を設置した状態を示す。   FIG. 1 shows a case where the present invention is used as a repair material for a pipeline, where the pipeline 1 is installed between the manholes 2 and 2 and the pipeline 1 is aged and causes water leakage and the like. In some cases, the composite pipe 3 of the present invention is installed as a repair material for repairing the damaged portion in the pipe line 1.

従来この種の管路を補修する場合には、繊維とプラスチックとの複合管を管路内面に設置し、これを硬化させるものであったが、本発明はこれにモルタルを複合させ、一体としたものである。   Conventionally, when repairing a pipe of this type, a composite pipe made of fiber and plastic is installed on the inner face of the pipe and cured, but the present invention combines this with mortar, It is a thing.

また図2は、災害時などにおいて排水などを通すために、地表において臨時に敷設した管を示すものであって、地表面4の凹凸に沿って本発明の複合管3を敷設した状態を示すものである。   FIG. 2 shows a pipe temporarily laid on the ground surface to allow drainage or the like to pass in the event of a disaster or the like, and shows a state in which the composite pipe 3 of the present invention is laid along the unevenness of the ground surface 4. Is.

従来この種の排水などを通すために地表において臨時に管を設置する場合には、柔軟なホースを敷設してここに排水などを通していたが、これではそのホースの上を作業用の自動車などが通過するとホースが潰れ、水の流通が阻害されていた。そこで本発明ではモルタルで硬化させた剛直な複合管3を地表に設置し、その上を自動車などが乗り越えて通過することを可能ならしめたものである。   Conventionally, when installing a temporary pipe on the surface of the earth to pass this kind of drainage, etc., a flexible hose was laid and drainage was passed here, but now there is a work vehicle etc. on the hose. As it passed, the hose was crushed and water flow was hindered. Therefore, in the present invention, a rigid composite pipe 3 hardened with mortar is installed on the ground surface, and an automobile or the like can pass over it.

特開2012−127381号公報(特許文献1)には、硬化性樹脂液を含浸させた筒状の補修材を、その内外面を反転させながら管路内に挿通し、前記硬化性樹脂液を硬化させたのち、管路と補修材との間にモルタルを充填し、このモルタルを硬化させる方法が示されている。   In JP 2012-127281 A (Patent Document 1), a cylindrical repair material impregnated with a curable resin liquid is inserted into a pipe line while inverting the inner and outer surfaces thereof, and the curable resin liquid is passed through the pipe. A method is shown in which mortar is filled between the pipe line and the repair material after curing, and the mortar is cured.

しかしながら、この方法では硬化性樹脂液を硬化させたのちにモルタルを充填して硬化させるので、モルタルを充填するときには硬化性樹脂液はすでに硬化しており、硬化性樹脂液の表面が滑らかになっているため、当該硬化した硬化性樹脂液とモルタルとの接着性が無く、両者が剥がれ易い。   However, in this method, since the curable resin liquid is cured and then filled with the mortar, the curable resin liquid is already cured when the mortar is filled, and the surface of the curable resin liquid becomes smooth. Therefore, there is no adhesion between the cured curable resin liquid and the mortar, and both are easily peeled off.

またモルタルを使用した複合管の製造方法として、特開昭55−77529号公報(特許文献2)に示されるように、熱可塑性樹脂と繊維とからなる帯状体を管状に巻回し、その外側にモルタルを塗布し、さらにその外側に繊維と樹脂とからなる帯状体を巻回して複合管を構成する方法が知られている。   Also, as a method of manufacturing a composite tube using mortar, as shown in JP-A-55-77529 (Patent Document 2), a belt-like body made of a thermoplastic resin and a fiber is wound into a tubular shape, and on the outside thereof There is known a method in which a composite pipe is formed by applying mortar and winding a strip made of fibers and resin around the mortar.

しかしながらこの方法は、複合管を製造するのは工場において行わざるを得ず、またその複合管自体が剛直であるため長さに制約があり、マンホール間に設置した管路内に挿通することが不可能であり、また災害時などにおいてその災害の現場において複合管を製造することができない。また辛うじて製造することができたとしても、災害現場の凹凸に沿って剛直な複合管を敷設することは不可能である。   However, in this method, the composite pipe must be manufactured at the factory, and since the composite pipe itself is rigid, its length is limited, and it can be inserted into a pipe line installed between manholes. It is impossible, and composite pipes cannot be manufactured at the disaster site in the event of a disaster. Moreover, even if it can barely be manufactured, it is impossible to lay a rigid composite pipe along the unevenness of the disaster site.

特開昭55−77529号JP 55-77529 A 特開2012−127381号JP 2012-127281 A

本発明はかかる事情に鑑みなされたものであって、その内面に硬質熱可塑性プラスチックに繊維層を一体化した筒状体を有し、また外面には筒状繊維体を有しており、その筒状体と筒状繊維体との間にモルタルを充填した複合管であって、筒状体及び筒状繊維体とモルタルとの接着性が良好であって両者が剥がれることがなく、且つ施工現場において前記複合管を製造することが可能であり、長尺の複合管を容易に敷設することができることを目的とするものである。   The present invention has been made in view of such circumstances, and has an inner surface having a cylindrical body in which a fiber layer is integrated with a hard thermoplastic plastic, and an outer surface having a cylindrical fiber body. It is a composite tube filled with mortar between the tubular body and the tubular fiber body, and the adhesive property between the tubular body and the tubular fiber body and the mortar is good so that both are not peeled off and construction is performed. An object of the present invention is to be able to manufacture the composite pipe on site and to easily lay a long composite pipe.

而して本発明の複合管は、筒状繊維体の内部に、硬質熱可塑性プラスチックよりなる管体の外側に、繊維を織成してなる織物層を一体に形成してなる、前記筒状繊維体より小径の筒状体を挿通し、前記筒状繊維体と筒状体との間にモルタルを充填してなることを特徴とするものである。   Thus, the composite tube of the present invention is the above-mentioned tubular fiber body, in which a fabric layer formed by weaving fibers is integrally formed inside the tubular fiber body on the outside of the tubular body made of hard thermoplastic. A cylindrical body having a smaller diameter is inserted, and mortar is filled between the cylindrical fiber body and the cylindrical body.

本発明においては、前記筒状繊維体と筒状体との間に、スペーサーを介在せしめることが好ましい。当該スペーサーとしては、前記筒状繊維体と筒状体との間に介挿され、そのいずれか一方に接着されたチップであることができる。また他のスペーサーとして、前記筒状繊維体と筒状体との間に介挿された筒状金網を使用することも可能である。   In the present invention, it is preferable to interpose a spacer between the tubular fibrous body and the tubular body. The spacer may be a chip that is interposed between the cylindrical fiber body and the cylindrical body and is bonded to one of them. Further, as another spacer, it is also possible to use a cylindrical wire net inserted between the cylindrical fiber body and the cylindrical body.

本発明の複合管においては、前記筒状繊維体及び織物層を構成する糸条が、10000dtex以上であることが好ましい。また前記筒状繊維体及び織物層が、毛羽立ちを有する繊維よりなることも好ましいことである。   In the composite pipe of the present invention, it is preferable that the yarn constituting the tubular fiber body and the fabric layer is 10,000 dtex or more. Moreover, it is also preferable that the said cylindrical fiber body and a textile layer consist of a fiber which has fluff.

本発明の複合管においては、当該複合管を、既設の管路内に設置することにより、前記管路の内張りとすることができる。また前記複合管を、地表面上に設置することも可能である。   In the composite pipe of the present invention, the composite pipe can be used as the lining of the pipe by being installed in the existing pipe. The composite pipe can also be installed on the ground surface.

次いで本発明の複合管の製造方法は、筒状繊維体内に、硬質熱可塑性プラスチックよりなる管体の外側に、繊維を織成してなる織物層を一体に形成してなる、前記筒状繊維体よりも小径の筒状体を挿通する工程と、当該筒状体内に加熱加圧流体を送入して前記硬質熱可塑性プラスチックを軟化させて断面円形に膨らませると共に、前記筒状繊維体をも断面円形に拡開し、前記筒状体を冷却して前記硬質熱可塑性プラスチックを剛直化せしめる工程と、前記筒状繊維体と筒状体との両端間に妻型枠を形成し、当該筒状繊維体と筒状体との間の間隔にモルタルを充填して硬化せしめる工程とよりなることを特徴とするものである。   Next, the method for producing a composite pipe according to the present invention includes a tubular fiber body in which a fabric layer formed by weaving fibers is integrally formed on the outside of a tubular body made of a hard thermoplastic plastic. A step of inserting a small-diameter cylindrical body, and a heated and pressurized fluid is fed into the cylindrical body to soften the hard thermoplastic plastic and expand it into a circular cross-section, and the cylindrical fibrous body is also cross-sectioned. A step of expanding into a circle, cooling the cylindrical body to stiffen the rigid thermoplastic, and forming a wife mold between both ends of the cylindrical fiber body and the cylindrical body, It is characterized by comprising a step of filling a mortar between the fibrous body and the cylindrical body and curing it.

本発明においては、前記筒状体の外面にチップを接着し、当該筒状体を前記筒状繊維体内に挿通して加熱加圧流体で断面円形に膨らませると共に、前記チップを筒状繊維体の内面に当接せしめて断面円形に拡開し、前記筒状繊維体と筒状体との間に前記間隔を形成することが好ましい。   In the present invention, a chip is bonded to the outer surface of the cylindrical body, the cylindrical body is inserted into the cylindrical fiber body and inflated into a circular cross-section with a heated and pressurized fluid, and the chip is connected to the cylindrical fiber body. It is preferable that the gap is formed in contact with the inner surface of the tube to expand into a circular cross section, and the gap is formed between the tubular fiber body and the tubular body.

また本発明においては、前記筒状繊維体内に筒状金網を挿通し、さらに当該筒状金網内に前記筒状体を挿通して加熱加圧流体を送入して断面円形に膨らませ、当該筒状体の外面を前記筒状金網の内面に当接せしめ、前記筒状繊維体と筒状体との間に前記筒状金網により前記間隔を形成することもできる。   Further, in the present invention, a cylindrical wire mesh is inserted into the cylindrical fiber body, and further, the cylindrical body is inserted into the cylindrical wire mesh to feed a heated and pressurized fluid into a circular shape in cross section. An outer surface of the cylindrical body can be brought into contact with an inner surface of the cylindrical wire mesh, and the interval can be formed by the cylindrical wire mesh between the cylindrical fiber body and the cylindrical body.

本発明の複合管の製造方法において、本発明の複合管を管路の内張りとする場合においては、筒状体をその内部に挿通した筒状繊維体を既設の管路内に挿通し、当該筒状体を断面円形に膨らませて剛直化せしめ、当該筒状繊維体と筒状体との間隔にモルタルを充填することが好ましい。   In the manufacturing method of the composite pipe of the present invention, when the composite pipe of the present invention is used as the lining of the pipe line, the cylindrical fiber body having the cylindrical body inserted therein is inserted into the existing pipe line, It is preferable that the cylindrical body is inflated to have a circular cross section to be rigid, and mortar is filled in the space between the cylindrical fiber body and the cylindrical body.

また本発明を管路の内張りとする場合においては、前記筒状繊維体を既設の管路内に挿通し、当該筒状繊維体内に筒状体を挿通し、当該筒状体を断面円形に膨らませて剛直化せしめ、当該筒状繊維体と筒状体との間隔にモルタルを充填することにより内張りすることもできる。   In the case where the present invention is a lining of a pipe line, the cylindrical fiber body is inserted into an existing pipe line, the cylindrical body is inserted into the cylindrical fiber body, and the cylindrical body is circular in cross section. It can also be lined by inflating and stiffening, and filling the gap between the tubular fiber body and the tubular body with mortar.

また本発明の複合管の製造方法において、本発明の複合管を地上に設置する場合には、地表面上において前記筒状繊維体を設置し、当該筒状繊維体内に筒状体を挿通し、当該筒状体を断面円形に膨らませると共に前記筒状繊維体を地表面の凹凸に沿わせ、当該筒状繊維体と筒状体との間隔にモルタルを充填することが好ましい。   In the method for manufacturing a composite tube of the present invention, when the composite tube of the present invention is installed on the ground, the cylindrical fiber body is installed on the ground surface, and the cylindrical body is inserted into the cylindrical fiber body. It is preferable that the cylindrical body is inflated to have a circular cross section, the cylindrical fibrous body is made to conform to the unevenness of the ground surface, and mortar is filled in the interval between the cylindrical fibrous body and the cylindrical body.

本発明の複合管によれば、最外層として筒状繊維体があり、さらに内層としての筒状体の外面に繊維の織物層が露出しており、当該筒状繊維体及び織物層に触れた状態でモルタルが充填され硬化しているので、当該織物の凹凸にモルタルが食い込むために接着力が極めて高く、容易に剥がれるようなことがない。   According to the composite pipe of the present invention, there is a cylindrical fibrous body as the outermost layer, and a fiber fabric layer is exposed on the outer surface of the cylindrical body as the inner layer, and the tubular fibrous body and the fabric layer are touched. Since the mortar is filled and hardened in the state, the mortar bites into the unevenness of the fabric, so that the adhesive force is extremely high and it does not easily peel off.

特に前記筒状繊維体を構成する糸条として、10000dtex以上の糸条を使用することにより、当該糸条により大きな凹凸が生じ、そこにモルタルが食い込むために接着力が高くなる。また前記筒状繊維体として毛羽立ちを有する繊維を使用することにより、当該毛羽がモルタルに食い込むために接着量が向上する。   In particular, when a yarn having a length of 10,000 dtex or more is used as the yarn constituting the cylindrical fibrous body, large irregularities are generated in the yarn, and the mortar bites into the yarn to increase the adhesive strength. Moreover, since the said fluff bites into mortar by using the fiber which has fluff as said cylindrical fiber body, the adhesion amount improves.

さらに最外層の筒状繊維体は、モルタルの固形分を通すことはほとんどないが、織り目を通して水分は容易に通過するので、前記間隔に充填されたモルタルの水分が筒状繊維体の織り目を通して外部に漏出し、モルタルの固形分濃度が高くなり、硬化したときに極めて強度の高い固形物を形成する。   Furthermore, the outermost cylindrical fibrous body hardly passes the solid content of the mortar, but moisture easily passes through the weave. Therefore, the moisture of the mortar filled in the gap is externally passed through the weave of the cylindrical fibrous body. The solid content concentration of the mortar becomes high, and a solid material with extremely high strength is formed when cured.

またモルタルは筒状繊維体と筒状体の織物層との間に挟まれているため、座屈することがなく、また前記筒状体における硬質熱可塑性プラスチックも、筒状織物で被覆されているため、変形しにくいものとなっている。   Moreover, since the mortar is sandwiched between the tubular fiber body and the fabric layer of the tubular body, it does not buckle, and the hard thermoplastic in the tubular body is also covered with the tubular fabric. Therefore, it is difficult to deform.

また本発明の複合管の製造方法によれば、最外層が柔軟な筒状繊維体であり、さらに内層の前記筒状体が、硬質熱可塑性プラスチックの外面に筒状繊維体を一体に形成してなるものであるので、これを加熱することにより硬質熱可塑性プラスチックが軟化し、自由な経路に沿って敷設することができる。   According to the method for manufacturing a composite pipe of the present invention, the outermost layer is a flexible cylindrical fiber body, and the cylindrical body of the inner layer integrally forms the cylindrical fiber body on the outer surface of the hard thermoplastic plastic. Therefore, by heating this, the hard thermoplastic is softened and can be laid along a free path.

従って敷設現場において筒状繊維体を自由な経路に沿って敷設し、さらにその内部に筒状体を敷設し、その両筒状体の間の間隔にモルタルを充填することにより、自由な経路に沿って本発明の複合管を敷設することができるのである。   Therefore, by laying the cylindrical fiber body along the free path at the laying site, further laying the cylindrical body inside, and filling the space between the two cylindrical bodies with mortar, The composite pipe of the present invention can be laid along.

従って本発明の複合管を管路の内部に沿って敷設すれば、管路の内張りとすることができ、管路内に強固な内張りを形成し、管路にの損傷部などがあってもそれを確実に補修することができる。   Therefore, if the composite pipe of the present invention is laid along the inside of the pipe line, it can be used as a lining of the pipe line. Even if there is a damaged part in the pipe line, a strong lining is formed in the pipe line. It can be reliably repaired.

また災害現場などにおいて地表面の凹凸に沿って敷設すれば、臨時の排水管などとして敷設することが可能となる。この排水管は外力に対して強固であって、トラックなどがその上を通過しても十分に耐えることができる。   If it is laid along the unevenness of the ground surface at a disaster site, it can be laid as a temporary drain pipe. This drain pipe is strong against external force and can sufficiently withstand even if a truck or the like passes over it.

本発明の複合管を管路の内張りとして使用した状態の中央縦断面図Central longitudinal sectional view of the composite pipe of the present invention used as a lining of a pipeline 本発明の複合管を地表面上に設置した状態の中央縦断面図Central longitudinal sectional view of the composite pipe of the present invention installed on the ground surface 本発明の複合管の横断面図Cross-sectional view of the composite pipe of the present invention 本発明の複合管の中央縦断面図Central longitudinal sectional view of the composite pipe of the present invention 本発明の複合管においてスペーサーとして筒状金網を使用した状態の中央縦断面図Central longitudinal sectional view of the composite pipe of the present invention in a state where a cylindrical wire mesh is used as a spacer 本発明の複合管の製造方法を示す中央縦断面図Central longitudinal sectional view showing a method for manufacturing a composite pipe of the present invention スペーサーとして筒状金網を使用した、本発明の複合管の製造方法を示す中央縦断面図Central longitudinal sectional view showing a method of manufacturing a composite pipe of the present invention using a cylindrical wire mesh as a spacer

以下本発明を図面に基づいて説明する。図3及び図4は、本発明の複合管3を示す横断面図及び中央縦断面図であって、図6は本発明の複合管3を製造する方法の工程を示すものである。   The present invention will be described below with reference to the drawings. 3 and 4 are a transverse sectional view and a central longitudinal sectional view showing the composite pipe 3 of the present invention, and FIG. 6 shows the steps of the method for manufacturing the composite pipe 3 of the present invention.

図3及び図4において、5は筒状繊維体であって、ナイロン又はポリエステルなどの強度の大きい繊維が好ましく、特にたて糸及びよこ糸として、10000dtex以上の太い糸条を使用するのが好ましい。さらに当該繊維は、スパン糸や巻縮加工糸などの毛羽を有する糸条を使用するのが好ましい。   3 and 4, reference numeral 5 denotes a cylindrical fiber body, which is preferably a fiber having high strength such as nylon or polyester. In particular, a thick yarn of 10,000 dtex or more is preferably used as the warp and weft. Furthermore, it is preferable to use a yarn having fluff such as a spun yarn or a crimped yarn.

また当該筒状繊維体5は、繊維を筒状に織成してなる筒状織物を使用するのが好ましいが、平らな織物を筒状に丸めて縫製したものであっても良い。   The tubular fibrous body 5 is preferably a tubular fabric formed by weaving fibers into a tubular shape, but may be a flat fabric that is rolled into a tubular shape and sewn.

また当該筒状繊維体5内に筒状体6が挿通されている。当該筒状体6は、硬質熱可塑性プラスチックよりなる管体7の外側に、繊維を織成してなる織物層8を一体に形成してなるものである。   A tubular body 6 is inserted into the tubular fiber body 5. The tubular body 6 is formed by integrally forming a fabric layer 8 formed by weaving fibers on the outside of a tubular body 7 made of hard thermoplastic plastic.

当該筒状体6における織物層8は、前記筒状繊維体5と同様の糸条を筒状に織成した織物であることが好ましいが、前記筒状繊維体5のように複合管3の外部に露出することがなく、またモルタルを充填するときにも外圧が作用することがないので、必ずしも筒状に織成したものでなくてもよく、例えば平らな織物を丸めたものであってもよい。また管体7は、硬質熱可塑性プラスチックよりなるものであって、例えば硬質塩化ビニル樹脂などが使用される。   The woven fabric layer 8 in the tubular body 6 is preferably a woven fabric in which yarns similar to those of the tubular fibrous body 5 are woven into a tubular shape. However, like the tubular fibrous body 5, the outer side of the composite tube 3 is used. And is not necessarily woven in a cylindrical shape, for example, a flat woven fabric may be rolled. . The tube body 7 is made of hard thermoplastic plastic, and for example, hard vinyl chloride resin is used.

そして当該筒状体6は、例えば筒状の織物層8の外側に押し出し成型により管体7を被覆した後、加熱加圧流体を送入して前記管体7を軟化させつつ、内外面を反転することにより形成する。   The tubular body 6 is formed by, for example, covering the tubular body 7 by extrusion molding on the outside of the tubular fabric layer 8, and then feeding the heated and pressurized fluid to soften the tubular body 7, while It is formed by inversion.

また筒状体6を形成する他の方法として、押し出し成型により形成された管体7の外側に織物層8を被せ、前記管体7内に加熱加圧流体を送入して、当該管体7を加熱軟化させると共に径を拡開し、当該管体7のプラスチックをその外側の織物層8に圧接させて食い込ませ、強固に接着させることにより形成することもできる。   As another method for forming the cylindrical body 6, a fabric layer 8 is placed on the outside of the tubular body 7 formed by extrusion molding, and a heated and pressurized fluid is fed into the tubular body 7 so that the tubular body It is also possible to heat and soften 7 and widen the diameter, and press and bite the plastic of the tubular body 7 into the outer fabric layer 8 to firmly bond it.

そして当該筒状体6の外面には、周方向及び長さ方向に所定間隔ごとにスペーサーとしてのチップ9を接着し、前記筒状繊維体5と筒状体6との間隔を全周全長に亙って均一に保持している。当該チップ9の素材は特に限定されるものではなく、例えばポリスチレン発泡体などを使用することができる。また当該チップ9を筒状繊維体5の内面に接着することもできる。   And the chip | tip 9 as a spacer is adhere | attached on the outer surface of the said cylindrical body 6 for every predetermined space | interval in the circumferential direction and the length direction, and the space | interval of the said cylindrical fiber body 5 and the cylindrical body 6 is made into full length of a perimeter. Crawling and holding uniformly. The material of the chip 9 is not particularly limited, and for example, a polystyrene foam can be used. In addition, the chip 9 can be bonded to the inner surface of the cylindrical fiber body 5.

そして前記筒状繊維体5と筒状体6との間には、モルタル10が充填され、硬化せしめられている。   And between the said cylindrical fiber body 5 and the cylindrical body 6, the mortar 10 is filled and hardened.

本発明の複合管3を設置する場所は特に限定されるものではない。地中に埋設された管路1内に形成すれば当該管路1の内張りとなり、管路1の損傷部からの漏水などを防ぐことができる。   The place where the composite pipe 3 of the present invention is installed is not particularly limited. If it forms in the pipe line 1 embed | buried under the ground, it will become the lining of the said pipe line 1, and it can prevent the leak from the damaged part of the pipe line 1, etc.

また本発明の複合管3を地表面4に設置することにより、災害が生じたときなどの一時的な排水管として使用することができ、このとき地表面4に多少の凹凸があってもそれに沿って敷設することができる。   Moreover, by installing the composite pipe 3 of the present invention on the ground surface 4, it can be used as a temporary drain pipe in the event of a disaster. Can be laid along.

次に図6に基づいて本発明の複合管3の製造方法を説明する。図6(a)は筒状繊維体5内に筒状体6を挿通した状態を示すものである。当該筒状体6は、硬質熱可塑性プラスチックよりなる管体7の外側に、前記織物層8を一体に形成したものであって、その織物層8の外面に周方向及び長さ方向に所定間隔ごとに、スペーサーとしてのチップ9を接着している。   Next, the manufacturing method of the composite pipe | tube 3 of this invention is demonstrated based on FIG. FIG. 6A shows a state in which the tubular body 6 is inserted into the tubular fiber body 5. The tubular body 6 is formed by integrally forming the fabric layer 8 on the outside of a tubular body 7 made of a hard thermoplastic plastic, and has a predetermined interval in the circumferential direction and the length direction on the outer surface of the fabric layer 8. Each chip 9 is bonded as a spacer.

而して前記筒状体6の両端を蓋体11で封止されており、当該蓋体11の一方には流体送入管12が取り付けられており、他方の蓋体11には、流体排出管12´を取り付けている。   Thus, both ends of the cylindrical body 6 are sealed with a lid 11, a fluid inlet tube 12 is attached to one of the lids 11, and a fluid discharge is provided to the other lid 11. A tube 12 'is attached.

そして当該流体送入管12から筒状体6内に加熱加圧流体を送入すると共に、流体排出管12´から排出し、図6(b)に示すように、当該筒状体6を断面円形に膨らませると共に、前記チップ9を介して筒状繊維体5の内面に圧接せしめる。これにより、筒状繊維体5と筒状体6との間には、チップ9により全長全周に亙って均一な間隔13が形成される。   Then, the heated and pressurized fluid is fed into the cylindrical body 6 from the fluid inlet pipe 12 and discharged from the fluid outlet pipe 12 ', and the cylindrical body 6 is cross-sectioned as shown in FIG. 6B. While inflating into a circle, it is pressed against the inner surface of the cylindrical fibrous body 5 via the tip 9. Thereby, between the cylindrical fiber body 5 and the cylindrical body 6, the chip | tip 9 forms the uniform space | interval 13 over a full length perimeter.

このとき筒状体6における管体7の硬質熱可塑性プラスチックが加熱されて軟化し、それ自体が径を膨張すると共に織物層8を膨張させ、さらにチップ9を介して筒状繊維体をも断面円形に膨らませるのである。   At this time, the hard thermoplastic of the tubular body 7 in the tubular body 6 is heated and softened, itself expands in diameter and expands the fabric layer 8, and the tubular fibrous body is also cross-sectionalized via the tip 9. It is inflated into a circle.

次いで流体送入管12から送入していた加熱加圧流体を、冷風などの冷却流体に切り替えて、筒状体6を冷却し、前記管体7を構成する硬質熱可塑性プラスチックを冷却し、剛直化せしめる。   Next, the heated and pressurized fluid fed from the fluid feeding pipe 12 is switched to a cooling fluid such as cold air, the cylindrical body 6 is cooled, the hard thermoplastic plastic constituting the tubular body 7 is cooled, Let it be rigid.

次いで筒状体6の両端から蓋体11を取り外し、図6(c)に示すように、前記筒状繊維体5と筒状体6との両端間に妻型枠14を形成し、一方の妻型枠14にモルタル充填管15を取り付け、当該モルタル充填管15から筒状繊維体5と筒状体6との間の間隔13にモルタル10を充填して硬化せしめる。   Next, the lid body 11 is removed from both ends of the cylindrical body 6, and as shown in FIG. 6C, a wife mold 14 is formed between both ends of the cylindrical fiber body 5 and the cylindrical body 6. A mortar filling tube 15 is attached to the end frame 14, and the mortar 10 is filled into the space 13 between the tubular fiber body 5 and the tubular body 6 from the mortar filling tube 15 and cured.

而して本発明の複合管3を地中に埋設された管路1の内張りとする場合には、前記筒状繊維体5を既設の管路1内に挿通し、当該筒状繊維体5内に筒状体6を挿通し、当該筒状体6内に加熱加圧流体を送入してを断面円形に膨らませると共に、前記筒状繊維体5をも拡張して既設の管路1の内面に圧接せしめる。   Thus, when the composite pipe 3 of the present invention is used as the lining of the pipe line 1 buried in the ground, the tubular fiber body 5 is inserted into the existing pipe line 1 and the tubular fiber body 5 is inserted. The tubular body 6 is inserted into the tubular body 6, and a heated and pressurized fluid is fed into the tubular body 6 to expand it into a circular cross section, and the tubular fiber body 5 is also expanded to expand the existing pipe line 1. Press contact with the inner surface.

そして筒状繊維体5と筒状体6との間の間隔にモルタル10を圧入することにより、筒状繊維体5を拡張して管路1の内面に圧接し、この状態でモルタル10を硬化せしめることにより、複合管3による管路1の内張りを形成することができる。   Then, by pressing the mortar 10 into the space between the tubular fiber body 5 and the tubular body 6, the tubular fiber body 5 is expanded and pressed against the inner surface of the pipe 1, and the mortar 10 is cured in this state. By caulking, the lining of the pipe line 1 by the composite pipe 3 can be formed.

また複合管3を地上に設置する場合には、そのまま地表面4上に筒状繊維体5を設置し、当該筒状繊維体5内に筒状体6を挿通し、当該筒状体6内に加熱加圧流体を送入して膨らませ、前記筒状繊維体5を地表面の凹凸に沿わせる。   When the composite pipe 3 is installed on the ground, the cylindrical fiber body 5 is installed on the ground surface 4 as it is, and the cylindrical body 6 is inserted into the cylindrical fiber body 5 so that the inside of the cylindrical body 6 The heated and pressurized fluid is fed into the tube and inflated to cause the cylindrical fiber body 5 to follow the unevenness of the ground surface.

そして筒状繊維体5と筒状体6との間の間隔にモルタル10を圧入することにより、筒状繊維体を断面円形に拡張し、この状態でモルタル10を硬化せしめることにより、地表面4上に複合管3を敷設することができる。   Then, the mortar 10 is press-fitted into the space between the tubular fiber body 5 and the tubular body 6 to expand the tubular fiber body into a circular cross section, and in this state, the mortar 10 is hardened to obtain the ground surface 4. The composite pipe 3 can be laid on the top.

次に図5及び図7に基づいて、本発明の他の形態を説明する。図5において筒状繊維体5内に筒状体6が挿通されており、筒状体6は管体7及び織物層8よりなっており、先の例と全く同様である。   Next, another embodiment of the present invention will be described with reference to FIGS. In FIG. 5, a tubular body 6 is inserted into a tubular fiber body 5, and the tubular body 6 is composed of a tubular body 7 and a fabric layer 8, which is exactly the same as the previous example.

そして前記筒状繊維体5と筒状体6との間には、スペーサーとしての筒状金網16が介挿されており、当該筒状金網16により筒状繊維体5と筒状体6との間隔が全周全長に亙って一定に保持されている。   A cylindrical wire mesh 16 as a spacer is interposed between the tubular fiber body 5 and the tubular body 6, and the tubular fiber mesh 16 connects the tubular fiber body 5 and the tubular body 6. The interval is kept constant over the entire circumference.

図7は図5の複合管3を製造する方法を示すものである。図7(a)は筒状繊維体5内に筒状金網16を挿通した状態を示すものであって、筒状金網16は目が粗く、厚み方向の凹凸がある程度激しいものが好ましい。   FIG. 7 shows a method for manufacturing the composite pipe 3 of FIG. FIG. 7A shows a state in which the tubular wire mesh 16 is inserted into the tubular fiber body 5, and the tubular wire mesh 16 is preferably rough and has unevenness in the thickness direction to some extent.

次いで図7(b)に示すように、当該筒状金網16内に筒状体6を挿通する。当該筒状体6は先の例と同様に管体7の外面に織物層8を形成したものであって、その両端を蓋体11で封止し、当該蓋体11の一方に流体送入管12を取り付けている。   Next, as shown in FIG. 7B, the cylindrical body 6 is inserted into the cylindrical wire mesh 16. The tubular body 6 is formed by forming a fabric layer 8 on the outer surface of the tubular body 7 in the same manner as the previous example, and both ends thereof are sealed with the lid body 11 and fluid is fed into one of the lid body 11. A tube 12 is attached.

そして図7(c)に示すように、流体送入管12から加熱加圧流体を送入して、筒状体6を断面円形に膨らませ、その外面を前記筒状金網16の内面に当接せしめ、さらに当該筒状金網16をも拡張して前記筒状繊維体5の内面に当接せしめる。これにより、筒状繊維体5と筒状体6との間隔13は、筒状金網16により全周全長に亙って一定の大きさに保持される。   Then, as shown in FIG. 7 (c), the heated pressurized fluid is fed from the fluid feeding pipe 12 to inflate the cylindrical body 6 into a circular cross section, and the outer surface abuts against the inner surface of the cylindrical wire mesh 16. Further, the tubular wire mesh 16 is further expanded and brought into contact with the inner surface of the tubular fibrous body 5. Thereby, the space | interval 13 of the cylindrical fiber body 5 and the cylindrical body 6 is hold | maintained with the fixed magnitude | size over the perimeter full length by the cylindrical wire mesh 16. FIG.

次いで図7(d)に示すように、筒状繊維体5及び筒状体6の両端間に妻型枠14を形成し、前記筒状繊維体5と筒状体6との間の間隔13にモルタル10を充填して、硬化せしめる。   Next, as shown in FIG. 7 (d), the end frame 14 is formed between both ends of the tubular fiber body 5 and the tubular body 6, and the interval 13 between the tubular fiber body 5 and the tubular body 6 is formed. The mortar 10 is filled in and hardened.

1 管路
3 複合管
4 地表面
5 筒状繊維体
6 筒状体
7 管体
8 織物層
9 チップ
10 モルタル
13 間隔
14 妻型枠
16 筒状金網
DESCRIPTION OF SYMBOLS 1 Pipe line 3 Composite pipe 4 Ground surface 5 Tubular fiber body 6 Tubular body 7 Tubular body 8 Fabric layer 9 Chip 10 Mortar 13 Spacing 14 Wife form 16 Tubular metal mesh

Claims (14)

筒状繊維体(5)の内部に、硬質熱可塑性プラスチックよりなる管体(7)の外側に、繊維を織成してなる織物層(8)を一体に形成してなる、前記筒状繊維体(5)より小径の筒状体(6)を挿通し、前記筒状繊維体(5)と筒状体(6)との間にモルタル(10)を充填してなることを特徴とする、複合管 The tubular fibrous body (5), which is formed by integrally forming a fabric layer (8) formed by weaving fibers on the outside of a tubular body (7) made of hard thermoplastic plastic inside the tubular fibrous body (5). 5) A composite comprising a tubular body (6) having a smaller diameter and a mortar (10) filled between the tubular fiber body (5) and the tubular body (6). tube 前記筒状繊維体(5)と筒状体(6)との間に、スペーサーを介在せしめたことを特徴とする、請求項1に記載の複合管 2. The composite pipe according to claim 1, wherein a spacer is interposed between the cylindrical fiber body (5) and the cylindrical body (6). 前記スペーサーが、前記筒状繊維体(5)と筒状体(6)との間に介挿され、そのいずれか一方に接着されたチップ(9)であることを特徴とする、請求項2に記載の複合管 The said spacer is a chip | tip (9) inserted between the said cylindrical fiber body (5) and a cylindrical body (6), and adhere | attached on either one, The said feature is characterized by the above-mentioned. Composite tube as described in 前記スペーサーが、前記筒状繊維体(5)と筒状体(6)との間に介挿された、筒状金網(16)であることを特徴とする、請求項2に記載の複合管 The composite pipe according to claim 2, characterized in that the spacer is a cylindrical wire mesh (16) interposed between the cylindrical fiber body (5) and the cylindrical body (6). 前記筒状繊維体(5)及び織物層(8)を構成する糸条が、10000dtex以上であることを特徴とする、請求項1に記載の複合管 The composite pipe according to claim 1, characterized in that the yarn constituting the tubular fibrous body (5) and the fabric layer (8) is 10000 dtex or more. 前記筒状繊維体(5)及び織物層(8)が、毛羽立ちを有する繊維よりなることを特徴とする、請求項1又は請求項5に記載の複合管 The composite pipe according to claim 1 or 5, wherein the tubular fibrous body (5) and the fabric layer (8) are made of fibers having fluff. 複合管を、既設の管路(1)内に設置してなることを特徴とする、請求項1に記載の複合管 The composite pipe according to claim 1, wherein the composite pipe is installed in an existing pipe line (1). 複合管を、地表面(4)上に設置してなることを特徴とする、請求項1に記載の複合管 The composite pipe according to claim 1, wherein the composite pipe is installed on the ground surface (4). 筒状繊維体(5)内に、硬質熱可塑性プラスチックよりなる管体(7)の外側に、繊維を織成してなる織物層(8)を一体に形成してなる、前記筒状繊維体(5)よりも小径の筒状体(6)を挿通する工程と、当該筒状体(6)内に加熱加圧流体を送入して前記硬質熱可塑性プラスチックを軟化させて断面円形に膨らませると共に、前記筒状繊維体(5)をも断面円形に拡開し、前記筒状体(6)を冷却して前記硬質熱可塑性プラスチックを剛直化せしめる工程と、前記筒状繊維体(5)と筒状体(6)との両端間に妻型枠(14)を形成し、当該筒状繊維体(5)と筒状体(6)との間の間隔(13)にモルタル(10)を充填して硬化せしめる工程とよりなることを特徴とする、複合管の製造方法 In the tubular fibrous body (5), the tubular fibrous body (5) is formed by integrally forming a woven fabric layer (8) formed by weaving fibers on the outside of the tubular body (7) made of hard thermoplastic. And a step of inserting a cylindrical body (6) having a smaller diameter than the above), a heated pressurized fluid is fed into the cylindrical body (6), and the hard thermoplastic is softened and expanded into a circular cross section. Expanding the cylindrical fiber body (5) into a circular cross-section, cooling the cylindrical body (6) to stiffen the hard thermoplastic, and the cylindrical fiber body (5) A wife mold (14) is formed between both ends of the tubular body (6), and the mortar (10) is placed in the space (13) between the tubular fiber body (5) and the tubular body (6). A method of manufacturing a composite pipe, characterized by comprising a step of filling and curing 前記筒状体(6)の外面にチップ(9)を接着し、当該筒状体(6)を前記筒状繊維体(5)内に挿通して加熱加圧流体で断面円形に膨らませると共に、前記チップ(9)を筒状繊維体(5)の内面に当接せしめて断面円形に拡開し、前記筒状繊維体(5)と筒状体(6)との間に前記間隔(13)を形成することを特徴とする、請求項9に記載の複合管の製造方法 The chip (9) is bonded to the outer surface of the cylindrical body (6), and the cylindrical body (6) is inserted into the cylindrical fiber body (5) to be inflated into a circular section with a heated and pressurized fluid. The chip (9) is brought into contact with the inner surface of the cylindrical fiber body (5) to expand into a circular cross section, and the gap (between the cylindrical fiber body (5) and the cylindrical body (6) ( 13. The method of manufacturing a composite pipe according to claim 9, wherein 13) is formed. 前記筒状繊維体(5)内に筒状金網(16)を挿通し、さらに当該筒状金網(16)内に前記筒状体(6)を挿通して加熱加圧流体を送入して断面円形に膨らませ、当該筒状体(6)の外面を前記筒状金網(16)の内面に当接せしめ、前記筒状繊維体(5)と筒状体(6)との間に前記筒状金網(16)により前記間隔(13)を形成することを特徴とする、請求項9に記載の複合管の製造方法 A tubular wire mesh (16) is inserted into the tubular fiber body (5), and the tubular body (6) is further inserted into the tubular wire mesh (16) to feed a heated and pressurized fluid. The cylindrical body (6) is inflated into a circular cross section, the outer surface of the cylindrical body (6) is brought into contact with the inner surface of the cylindrical wire mesh (16), and the cylinder is interposed between the cylindrical fiber body (5) and the cylindrical body (6). 10. The method of manufacturing a composite pipe according to claim 9, wherein the interval (13) is formed by a wire mesh (16). 筒状体(6)をその内部に挿通した筒状繊維体(5)を既設の管路(1)内に挿通し、当該筒状体(6)を断面円形に膨らませて剛直化せしめ、当該筒状繊維体(5)と筒状体(6)との間隔(13)にモルタル(10)を充填することを特徴とする、請求項9に記載の複合管の製造方法 A cylindrical fibrous body (5) inserted through the cylindrical body (6) is inserted into the existing pipe (1), and the cylindrical body (6) is inflated into a circular cross section to be rigidized. The method for producing a composite pipe according to claim 9, characterized in that a mortar (10) is filled in an interval (13) between the tubular fibrous body (5) and the tubular body (6). 前記筒状繊維体(5)を既設の管路(1)内に挿通し、当該筒状繊維体(5)内に筒状体(6)を挿通し、当該筒状体(6)を断面円形に膨らませて剛直化せしめ、当該筒状繊維体(5)と筒状体(6)との間隔(13)にモルタル(10)を充填することを特徴とする、請求項9に記載の複合管の製造方法 The tubular fiber body (5) is inserted into the existing pipe line (1), the tubular body (6) is inserted into the tubular fiber body (5), and the tubular body (6) is cross-sectioned. 10. Composite according to claim 9, characterized in that it is inflated into a circle and stiffened, and the mortar (10) is filled in the space (13) between the tubular fibrous body (5) and the tubular body (6). Tube manufacturing method 地表面(4)上において前記筒状繊維体(5)を設置し、当該筒状繊維体(5)内に筒状体(6)を挿通し、当該筒状体(6)を断面円形に膨らませると共に前記筒状繊維体(5)を地表面の凹凸に沿わせ、当該筒状繊維体(5)と筒状体(6)との間隔(13)にモルタル(10)を充填することを特徴とする、請求項9に記載の複合管の製造方法 The tubular fiber body (5) is installed on the ground surface (4), the tubular body (6) is inserted into the tubular fiber body (5), and the tubular body (6) is circular in cross section. Inflating and aligning the cylindrical fiber body (5) with the unevenness of the ground surface, and filling the interval (13) between the cylindrical fiber body (5) and the cylindrical body (6) with the mortar (10). The method of manufacturing a composite pipe according to claim 9, wherein
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