JP6802563B2 - Fixing tool for rehabilitation pipe and fixing tool for rehabilitation pipe - Google Patents

Fixing tool for rehabilitation pipe and fixing tool for rehabilitation pipe Download PDF

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JP6802563B2
JP6802563B2 JP2017076124A JP2017076124A JP6802563B2 JP 6802563 B2 JP6802563 B2 JP 6802563B2 JP 2017076124 A JP2017076124 A JP 2017076124A JP 2017076124 A JP2017076124 A JP 2017076124A JP 6802563 B2 JP6802563 B2 JP 6802563B2
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rehabilitation pipe
drainage
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常次 三戸
常次 三戸
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株式会社昇和産業
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Description

この発明は、マンホールに連接する老朽化した既設の給排水管の管内に挿入して敷設する更生管の固定具及び更生管の固定具敷設方法の改良に関する。 The present invention relates to a fixing tool for a rehabilitation pipe to be inserted and laid in an existing old water supply / drainage pipe connected to a manhole, and an improvement in a method for laying a fixing tool for the rehabilitation pipe.

従来から、マンホールを含む管内の耐震更生管及び耐震補強方法が提案され現実に実施されてきた。そして、一つの提案として特許文献1には、マンホールを含む土管又はヒューム管からなる給排水管21の管内全周に耐震層を設置した耐震補強管において、円筒方向における所定範囲の管内内周面の全周に弾力性を有する速乾性樹脂を吹き付けにより積層させるとともに、端部に剥離防止手段22を構成した耐震補強管が開示されている。このような構成によって、吹き付けにより積層させた補強部の端部が剥離しないようにした耐震補強管が提供できるというものである。 Conventionally, seismic rehabilitation pipes and seismic retrofitting methods for pipes including manholes have been proposed and actually implemented. As one proposal, Patent Document 1 states that in a seismic retrofitting pipe in which a seismic layer is provided on the entire circumference of a water supply / drainage pipe 21 made of a clay pipe or a hume pipe including a manhole, a predetermined range of the inner peripheral surface of the pipe in the cylindrical direction is provided. A seismic retrofitting pipe is disclosed in which a quick-drying resin having elasticity is laminated on the entire circumference by spraying, and a peeling prevention means 22 is configured at an end portion. With such a configuration, it is possible to provide a seismic retrofitting pipe in which the ends of the reinforcing portions laminated by spraying are prevented from peeling off.

特開2016−53262号公報(図4参照)Japanese Unexamined Patent Publication No. 2016-53262 (see FIG. 4)

しかしながら、このような構成においては、既設の給排水管の管内全周に耐震層を設置することによって耐震性能の向上を図った耐震補強管を提供するに過ぎない。 However, in such a configuration, only a seismic retrofitting pipe having improved seismic performance is provided by installing a seismic layer on the entire circumference of the existing water supply / drainage pipe.

つまり、上記従来技術によれば、円筒方向における所定範囲の管内内周面の全周に弾力性を有する速乾性樹脂を吹き付けにより積層させるもので、吹き付けた積層部の端面が管内を流れる流体によって剥離されないように金属製バンドで固定するものである。 That is, according to the above-mentioned prior art, a quick-drying resin having elasticity is laminated by spraying on the entire circumference of the inner peripheral surface of the pipe in a predetermined range in the cylindrical direction, and the end face of the sprayed laminated portion is formed by the fluid flowing in the pipe. It is fixed with a metal band so that it will not be peeled off.

そして、この従来例では、工事施工区間が短い場合には問題なく工事が可能であるが、工事施工区間が長距離に及ぶ場合には施工が困難であるもののその点に関しては何ら開示されていない。 In this conventional example, the construction can be carried out without any problem when the construction construction section is short, but the construction is difficult when the construction construction section extends over a long distance, but no disclosure is made regarding that point. ..

一般に灌漑用水や下水道のほか潅水天然ガスや工業用水などの給排水の給送には、直径が50〜100cmの管が用いられるため補修のための工法が限られる。そのうえ隣接する二つのマンホールの距離が数十メートルから数百メートルに及ぶ長距離の給排水管が敷設されている。 In general, pipes with a diameter of 50 to 100 cm are used for the supply and drainage of irrigation water, sewerage, irrigation natural gas, industrial water, etc., so repair methods are limited. In addition, long-distance water supply and drainage pipes are laid, with the distance between two adjacent manholes ranging from tens of meters to hundreds of meters.

このような既設の給排水管に設置後数十年を経過してピンホールや破損などの損傷が生じた場合には、長距離に亘って敷設されている給排水管の更生には塗料の吹き付けでは対応できず、給排水管の内面に新たに更生管を敷設することになる。そして、このような場合に更生管を敷設するにあたっては単に更生管を敷設し内面接合部に接着剤を塗布しただけでは、敷設工事完了当時の状態を維持できず数年乃至数十年間の経年変化によって更生管の端部から伸縮剥離が生じ易く完全な更生状態を維持できないことになる。 If damage such as pinholes or damage occurs in such an existing water supply / drainage pipe several decades after installation, paint can be sprayed to rehabilitate the water supply / drainage pipe that has been laid over a long distance. It cannot be dealt with, and a new rehabilitation pipe will be laid on the inner surface of the water supply and drainage pipe. In such a case, when laying the rehabilitation pipe, simply laying the rehabilitation pipe and applying an adhesive to the inner joint cannot maintain the state at the time of the completion of the laying work, and it has been several years to several decades. Due to the change, expansion and contraction peeling easily occurs from the end of the rehabilitation tube, and it becomes impossible to maintain a complete rehabilitation state.

具体的には、本出願人が行った二つのマンホールの試験区間は50メートルであって、給排水管の内面に新たに更生管を敷設し敷設工事完了当時に接着剤を塗布しただけで工事を終了すると、更生管が経時変化によって0,1N%(Nは自然数)の収縮を生じて端部から剥離が生じてしまった。一般にこの種の業界で公表されている収縮率は、作業後24時間後の値として0,061%が示されている。 Specifically, the test section of the two manholes conducted by the applicant was 50 meters, and the work was done simply by laying a new rehabilitation pipe on the inner surface of the water supply and drainage pipe and applying adhesive when the laying work was completed. At the end, the rehabilitated tube contracted by 0.1 N% (N is a natural number) due to aging, and peeling occurred from the end. Generally, the shrinkage rate published in this type of industry is shown to be 0.061% as a value 24 hours after work.

今後予定される施工区間の長さは250メートルを超えるものがあり、このように二つのマンホールの区間距離が長くなった場合には、工事完了初期の状態を維持できず更生管の収縮による損傷が端部付近に生じるとともに漏液などの被害を生じて給排水管及び更生管の機能に支障を生じる虞がある。 The length of the construction section planned in the future may exceed 250 meters, and if the section distance between the two manholes becomes long in this way, the initial state of construction completion cannot be maintained and damage due to contraction of the rehabilitation pipe will occur. May occur near the end and cause damage such as liquid leakage, which may interfere with the functions of the water supply / drainage pipe and the rehabilitation pipe.

本発明はこのような要望に応えて、更生管を敷設するにあたって施工工事の完了後の数年乃至数十年経過においても、更生管の経年変化によって剥離が生じることのない更生管の固定具及び更生管の固定具敷設方法を提案することを目的とする。 In response to such a request, the present invention is a fixing tool for a rehabilitation pipe that does not peel off due to aging of the rehabilitation pipe even after several years to several decades have passed since the completion of the construction work when laying the rehabilitation pipe. The purpose is to propose a method for laying fixtures for rehabilitation pipes.

上記の目的を達成するため、請求項1に記載の発明によれば、マンホールに連接する既設の給排水管の管内に挿入して敷設する更生管の固定具において、前記更生管の外周面と前記給排水管との接合面に塗布する接着剤と、前記更生管の両端部に設置する剥離防止手段と、を備え、前記剥離防止手段により前記更生管を前記給排水管内周に圧接するように構成したことを特徴とする。 In order to achieve the above object, according to the invention of claim 1, in the fixture of the rehabilitation pipe to be inserted and laid in the pipe of the existing water supply / drainage pipe connected to the manhole, the outer peripheral surface of the rehabilitation pipe and the said An adhesive applied to the joint surface with the water supply / drainage pipe and peeling prevention means installed at both ends of the rehabilitation pipe are provided, and the rehabilitation pipe is pressed against the inner circumference of the water supply / drainage pipe by the peeling prevention means. It is characterized by that.

また、請求項2に記載の発明によれば、マンホールに連接する既設の給排水管の管内に挿入して敷設する更生管の固定具において、前記更生管の外周面と前記給排水管との接合面に塗布する接着剤と、前記更生管の端部に設置する打ち込み楔を含む金属製バンドと、を備え、前記金属製バンドにより前記更生管の両端部を前記給排水管内周面に圧接して固定するように構成したことを特徴とする。 Further, according to the invention of claim 2, in the fixture of the rehabilitation pipe to be inserted and laid in the pipe of the existing water supply / drainage pipe connected to the manhole, the joint surface between the outer peripheral surface of the rehabilitation pipe and the water supply / drainage pipe. A metal band including a driving wedge installed at the end of the rehabilitation pipe is provided, and both ends of the rehabilitation pipe are pressed and fixed to the inner peripheral surface of the water supply / drainage pipe by the metal band. It is characterized in that it is configured to do so.

さらに、請求項3に記載の発明によれば、マンホールに連接する既設の給排水管の管内に挿入して敷設する更生管の固定具敷設方法において、前記更生管を前記給排水管内に挿入し、前記更生管の外周面と前記給排水管との接合面に接着剤を塗布するとともに前記更生管内に空気を吹き込んで前記給排水管内周に密着させた後に前記更生管の両端部外周面を前記給排水管内周に圧接するように剥離防止手段を設置することを特徴とする。 Further, according to the third aspect of the present invention, in the method of laying a fixture for a rehabilitation pipe to be inserted and laid in an existing water supply / drainage pipe connected to a manhole, the rehabilitation pipe is inserted into the water supply / drainage pipe. After applying an adhesive to the joint surface between the outer peripheral surface of the rehabilitation pipe and the water supply / drainage pipe and blowing air into the rehabilitation pipe to bring it into close contact with the inner circumference of the water supply / drainage pipe, the outer peripheral surfaces of both ends of the rehabilitation pipe are placed on the inner circumference of the water supply / drainage pipe. It is characterized in that a peeling prevention means is installed so as to be in pressure contact with the manhole.

さらに、請求項4に記載の発明によれば、マンホールに連接する既設の給排水管の管内に挿入して敷設する更生管の固定具敷設方法において、前記更生管を前記給排水管内に挿入し、前記更生管の外周面と前記給排水管との接合面に接着剤を塗布するとともに前記更生管内に空気を吹き込んで前記給排水管内周に密着させた後に打ち込み楔を含む金属製バンドにより前記更生管の両端部を前記給排水管内周面に圧接して固定するように構成したことを特徴とする。 Further, according to the invention of claim 4, in the method of laying a fixture for a rehabilitation pipe to be inserted and laid in an existing water supply / drainage pipe connected to a manhole, the rehabilitation pipe is inserted into the water supply / drainage pipe and described above. Adhesive is applied to the outer peripheral surface of the rehabilitation pipe and the joint surface between the water supply and drainage pipes, and air is blown into the rehabilitation pipe to bring it into close contact with the inner circumference of the water supply and drainage pipes, and then both ends of the rehabilitation pipe are formed by a metal band including a driving wedge. It is characterized in that the portion is configured to be fixed by pressure contact with the inner peripheral surface of the water supply / drainage pipe.

請求項1に記載の発明によれば、マンホールに連接する既設の給排水管の管内に挿入して敷設する更生管の固定具において、前記更生管の外周面と前記給排水管との接合面に塗布する接着剤と、前記更生管の両端部に設置する剥離防止手段と、を備え、前記剥離防止手段により前記更生管を前記給排水管内周に圧接するような構成を提供できる。 According to the first aspect of the present invention, in a fixture for a rehabilitation pipe to be inserted and laid in an existing water supply / drainage pipe connected to a manhole, the coating is applied to the outer peripheral surface of the rehabilitation pipe and the joint surface between the water supply / drainage pipe. It is possible to provide a structure in which the adhesive to be used and the peeling prevention means installed at both ends of the rehabilitation pipe are provided, and the rehabilitation pipe is pressed against the inner circumference of the water supply / drainage pipe by the peeling prevention means.

このような構成、つまり更生管の両端部に剥離防止手段を設置し、前記剥離防止手段により前記更生管を前記給排水管内周に圧接するようにして、敷設後において更生管の経年変化が生じることによる剥離などの弊害を防止した更生管を提供できる。 With such a configuration, that is, peeling prevention means are installed at both ends of the rehabilitation pipe, and the rehabilitation pipe is pressed against the inner circumference of the water supply / drainage pipe by the peeling prevention means, so that the rehabilitation pipe changes over time after laying. It is possible to provide a rehabilitation tube that prevents harmful effects such as peeling due to.

また、請求項2に記載の発明によれば、マンホールに連接する既設の給排水管の管内に挿入して敷設する更生管の固定具において、前記更生管の外周面と前記給排水管との接合面に塗布する接着剤と、前記更生管の端部に設置する打ち込み楔を含む金属製バンドとを備え、前記金属製バンドにより前記更生管の両端部を前記給排水管内周面に圧接して固定するように構成した更生管を提供できる。 Further, according to the invention of claim 2, in the fixture of the rehabilitation pipe to be inserted and laid in the pipe of the existing water supply / drainage pipe connected to the manhole, the joint surface between the outer peripheral surface of the rehabilitation pipe and the water supply / drainage pipe. A metal band including a driving wedge to be installed at the end of the rehabilitation pipe is provided with an adhesive to be applied to the rehabilitation pipe, and both ends of the rehabilitation pipe are pressed and fixed to the inner peripheral surface of the water supply / drainage pipe by the metal band. A rehabilitation tube configured as described above can be provided.

このような構成によって、前記更生管の端部に設置する打ち込み楔を含む金属製バンドにより前記更生管の両端部を前記給排水管内周面に圧接して固定するように構成したから、更生管を既設の給排水管の管内面に確実に固定する更生管固定具を提供できる。そのために、敷設後において更生管の経年変化が生じることによる剥離などの弊害を防止した更生管を提供できる。 With such a configuration, both ends of the rehabilitation pipe are pressed and fixed to the inner peripheral surface of the water supply / drainage pipe by a metal band including a driving wedge installed at the end of the rehabilitation pipe. It is possible to provide a rehabilitation pipe fixture that is securely fixed to the inner surface of an existing water supply / drainage pipe. Therefore, it is possible to provide a rehabilitation pipe that prevents adverse effects such as peeling due to aging of the rehabilitation pipe after laying.

さらに、請求項3に記載の発明によれば、マンホールに連接する既設の給排水管の管内に挿入して敷設する更生管の固定具敷設方法において、前記更生管を前記給排水管内に挿入し、前記更生管の外周面と前記給排水管との接合面に接着剤を塗布するとともに前記更生管内に空気を吹き込んで前記給排水管内周に密着させた後に前記更生管の両端部外周面を前記給排水管内周に圧接するように剥離防止手段を設置することを特徴とする更生管の固定具敷設方法を提供できる。 Further, according to the third aspect of the present invention, in the method of laying a fixture for a rehabilitation pipe to be inserted and laid in an existing water supply / drainage pipe connected to a manhole, the rehabilitation pipe is inserted into the water supply / drainage pipe. After applying an adhesive to the joint surface between the outer peripheral surface of the rehabilitation pipe and the water supply / drainage pipe and blowing air into the rehabilitation pipe to bring it into close contact with the inner circumference of the water supply / drainage pipe, the outer peripheral surfaces of both ends of the rehabilitation pipe are placed on the inner circumference of the water supply / drainage pipe. It is possible to provide a method of laying a fixture for a rehabilitation pipe, which comprises installing a peeling prevention means so as to press contact with the pipe.

つまり、このような構成によって敷設後において更生管の経年変化が生じることによる剥離などの弊害を防止した更生管の固定具敷設方法を提供できる。 That is, it is possible to provide a method for laying a fixture for a rehabilitation pipe, which prevents adverse effects such as peeling due to aging of the rehabilitation pipe after laying with such a configuration.

さらに、請求項4に記載の発明によれば、マンホールに連接する既設の給排水管の管内に挿入して敷設する更生管の固定具敷設方法において、前記更生管を前記給排水管内に挿入し、前記更生管の外周面と前記給排水管との接合面に接着剤を塗布するとともに前記更生管内に空気を吹き込んで前記給排水管内周に密着させた後に打ち込み楔を含む金属製バンドにより前記更生管の両端部を前記給排水管内周面に圧接して固定するように構成したる更生管の固定具敷設方法を提供できる。 Further, according to the invention of claim 4, in the method of laying a fixture for a rehabilitation pipe to be inserted and laid in an existing water supply / drainage pipe connected to a manhole, the rehabilitation pipe is inserted into the water supply / drainage pipe. An adhesive is applied to the outer peripheral surface of the rehabilitation pipe and the joint surface between the water supply and drainage pipes, and air is blown into the rehabilitation pipe to bring it into close contact with the inner circumference of the water supply and drainage pipes, and then both ends of the rehabilitation pipe are formed by a metal band including a driving wedge. It is possible to provide a method of laying a fixture for a rehabilitation pipe, which is configured to press and fix the portion to the inner peripheral surface of the water supply / drainage pipe.

このような構成によれば、前記更生管の端部に設置する打ち込み楔を含む金属製バンドにより前記更生管の両端部を前記給排水管内周面に圧接して固定するように構成した更生管の固定具敷設方法であるから、更生管を既設の給排水管の管内面に確実に固定する更生管固定具を提供できる。そして敷設後において更生管の経年変化が生じることによる剥離などの弊害を防止した更生管の固定具敷設方法を実現できる。 According to such a configuration, the rehabilitation pipe is configured so that both ends of the rehabilitation pipe are pressed and fixed to the inner peripheral surface of the water supply / drainage pipe by a metal band including a driving wedge installed at the end of the rehabilitation pipe. Since it is a fixture laying method, it is possible to provide a rehabilitation pipe fixture that securely fixes the rehabilitation pipe to the inner surface of the existing water supply / drainage pipe. Then, it is possible to realize a method of laying a fixture for the rehabilitation pipe, which prevents adverse effects such as peeling due to aging of the rehabilitation pipe after laying.

この発明の実施の一形態による更生管の固定具を敷設した後の状態の断面図である。It is sectional drawing of the state after laying the fixture of the rehabilitation pipe by one Embodiment of this invention. この発明の実施の一形態に用いる打ち込み楔を含む金属製バンドの説明図である。It is explanatory drawing of the metal band including the driving wedge used in one Embodiment of this invention. この発明の実施の一形態に用いる更生管を敷設する工事方法の説明図である。It is explanatory drawing of the construction method of laying the rehabilitation pipe used in one Embodiment of this invention. 従来例による給排水管の管内全周に耐震層を吹き付けた耐震補強管と取り付けバンドの説明図である。It is explanatory drawing of the seismic retrofitting pipe and the attachment band which sprayed the seismic layer on the whole circumference of the pipe of the water supply and drainage pipe by a conventional example.

以下、この発明の実施の一形態を図面に基づいて説明する。図1において、地上GLには連通する二つのマンホールH1、H2間には給排水管21が連接されており、その距離は数十メートルから数百メートルに及ぶことがある。なお、従来から給排水管21として土管又はヒューム管の他塩化ビニール製のものが使用されている。 Hereinafter, an embodiment of the present invention will be described with reference to the drawings. In FIG. 1, a water supply / drainage pipe 21 is connected between two manholes H1 and H2 communicating with the ground GL, and the distance thereof may range from several tens of meters to several hundreds of meters. Conventionally, as the water supply / drainage pipe 21, a clay pipe, a hume pipe, or a vinyl chloride pipe has been used.

また、給排水管21の内面には更生管Tが敷設され、給排水管21の内周面と更生管Tの外周面が接着剤Sによって貼り付けられている。ここで、更生管Tの材質は、主にスチレンを含む不飽和ポリエステル樹脂を使用するのが好ましい。 Further, a rehabilitation pipe T is laid on the inner surface of the water supply / drainage pipe 21, and the inner peripheral surface of the water supply / drainage pipe 21 and the outer peripheral surface of the rehabilitation pipe T are attached by the adhesive S. Here, as the material of the rehabilitation tube T, it is preferable to use an unsaturated polyester resin mainly containing styrene.

図2に示すように、更生管Tの端部には剥離防止手段Kである打ち込み楔25を含む金属製バンド22、23、24が、打ち込み楔25を隙間28に挿入することにより更生管Tを給排水管21の内面に圧接しつつ取り付けている。剥離防止手段Kとして構成された打ち込み楔25を含む金属製バンド22、23、24及び接着剤Sは本件発明における固定具を構成する。 As shown in FIG. 2, at the end of the rehabilitation pipe T, metal bands 22, 23, 24 including a driving wedge 25 which is a peeling prevention means K are inserted into the gap 28 to insert the driving wedge 25 into the gap 28. Is attached to the inner surface of the water supply / drainage pipe 21 while being pressure-welded. The metal bands 22, 23, 24 including the driving wedge 25 configured as the peeling prevention means K and the adhesive S constitute the fixture in the present invention.

そして剥離防止手段Kは更生管Tの両端部分に敷設され、特に剥離防止効果を確実にするためには剥離防止手段Kを強力に給排水管21の内面側へ圧接するから、給排水管21が破損しないように対策することが重要である。その対策としては図1に示すように剥離防止手段Kが、マンホールH1、H2の内面に更生管T及び給排水管21の端面が位置するように施工するのが好ましい。 The peeling prevention means K is laid at both ends of the rehabilitation pipe T, and the peeling prevention means K is strongly pressed against the inner surface side of the water supply / drainage pipe 21 to ensure the peeling prevention effect, so that the water supply / drainage pipe 21 is damaged. It is important to take measures to prevent it. As a countermeasure, it is preferable that the peeling prevention means K is installed so that the end faces of the rehabilitation pipe T and the water supply / drainage pipe 21 are located on the inner surfaces of the manholes H1 and H2 as shown in FIG.

図3は、更生管T(図では更生材と表示されている)をマンホールH1側からマンホールH2側へ挿入する一般的な方法を示すもので、反転機搭載車に収納されている更生管Tの一端を、図1に示すマンホールH1の上部に固定したうえで、コンプレッサーから更生管T内に空気を送り込むことによって、給排水管21の内部へ更生管Tを順次マンホールH1側からマンホールH2側へ挿入される。 FIG. 3 shows a general method of inserting a rehabilitation pipe T (indicated as a rehabilitation material in the figure) from the manhole H1 side to the manhole H2 side, and shows the rehabilitation pipe T housed in a vehicle equipped with a reversing machine. After fixing one end to the upper part of the manhole H1 shown in FIG. 1, the rehabilitation pipe T is sequentially moved from the manhole H1 side to the manhole H2 side into the inside of the water supply / drainage pipe 21 by sending air from the compressor into the rehabilitation pipe T. Will be inserted.

この場合において、図1に示すような形態のマンホールH1の入口から給排水管21の入口へ更生管Tを挿入するためには、公知の挿入ガイド(図示しない)を予め両者間に設置したうえでマンホールH1上面から給排水管21へ更生管Tを導きながら作業が進行されてマンホールH2側へ挿入される。 In this case, in order to insert the rehabilitation pipe T from the entrance of the manhole H1 having the form shown in FIG. 1 to the entrance of the water supply / drainage pipe 21, a known insertion guide (not shown) is installed between the two in advance. The work proceeds while guiding the rehabilitation pipe T from the upper surface of the manhole H1 to the water supply / drainage pipe 21, and is inserted into the manhole H2 side.

このようにして、マンホールH1側からマンホールH2側へ更生管Tが給排水管21内に挿入を完了すると、更生管Tの両側端部が給排水管21の端部よりやや短めの位置で切り離される。そして、更生管Tと給排水管21の端部の隙間に接着剤Sが注入される。この接着剤Sの材質はエポキシ系樹脂が使用され、水に反応して硬化するとともに両者の接合面を強力に接着する。 In this way, when the rehabilitation pipe T is completely inserted into the water supply / drainage pipe 21 from the manhole H1 side to the manhole H2 side, both end portions of the rehabilitation pipe T are separated at positions slightly shorter than the end portions of the water supply / drainage pipe 21. Then, the adhesive S is injected into the gap between the rehabilitation pipe T and the end of the water supply / drainage pipe 21. An epoxy resin is used as the material of the adhesive S, which cures in response to water and strongly adheres the joint surfaces of the two.

ここで、接着剤Sは、更生管Tと給排水管21を接合するとともに更生管Tの端部から給排水管21の端面部までの領域P並びにマンホールH1、H2との接合部分までを覆うように塗布されることによって、両者の隙間から管内流動物が入り込まないよう施工され、更生管Tを長期に亘って完全な状態に維持できる。さらに、剥離防止手段Kの両端部及び更生管Tの端部から給排水管21の端面部までの領域Pには追加して接着剤が塗布され、確実な固定状態を維持するようになされる。また、このように追加して接着剤が塗布されることによって、更生管T及び給排水管21ならびにマンホールH1、H2との接合部分からの液漏れが防止できる。 Here, the adhesive S joins the rehabilitation pipe T and the water supply / drainage pipe 21 and covers the area P from the end of the rehabilitation pipe T to the end face of the water supply / drainage pipe 21 and the joints with the manholes H1 and H2. By applying the coating, the rehabilitation pipe T can be maintained in a perfect state for a long period of time by being constructed so that the fluid in the pipe does not enter through the gap between the two. Further, an adhesive is additionally applied to both ends of the peeling prevention means K and the region P from the end of the rehabilitation pipe T to the end face of the water supply / drainage pipe 21 to maintain a secure fixed state. Further, by applying the adhesive additionally in this way, it is possible to prevent liquid leakage from the rehabilitation pipe T, the water supply / drainage pipe 21, and the joint portions with the manholes H1 and H2.

即ち、このような施工作業によって更生管Tと給排水管21の接合が完全になり、工事完了後においても管内流動物による更生管Tの剥離を防止できるとともに、経年変化によって更生管TがマンホールH1とマンホールH2の相互間で収縮することによる弊害がなくなり工事終了時の状態を維持できる。 That is, such construction work completes the connection between the rehabilitation pipe T and the water supply / drainage pipe 21, and it is possible to prevent the rehabilitation pipe T from peeling off due to the fluid in the pipe even after the construction is completed, and the rehabilitation pipe T becomes a manhole H1 due to aging. The harmful effect of contraction between the manhole H2 and the manhole H2 is eliminated, and the state at the end of construction can be maintained.

ところで、更生管Tの両端が剥離防止手段Kによって拘束されているために更生管Tは経年変化によって軸線方向には収縮できないが、その分量の寸法変化は径方向に収縮することによって工事完了時点の状態を維持しているものと推察される。 By the way, since both ends of the rehabilitation pipe T are restrained by the peeling prevention means K, the rehabilitation pipe T cannot shrink in the axial direction due to aging, but the dimensional change of that amount shrinks in the radial direction at the time of completion of construction. It is presumed that the state of is maintained.

なお、上記図1に示す実施態様においては、剥離防止手段KがマンホールH1、H2の内面に更生管T及び給排水管21の端面が位置するように施工され、剥離防止手段Kを強力に給排水管21の内面側へ圧接した場合においても、マンホールH1、H2が給排水管21を受け止めているから、給排水管21を破損することなく更生管Tが給排水管21に強力に接合させることが可能になり剥離防止効果を確実にできる。 In the embodiment shown in FIG. 1, the peeling prevention means K is installed so that the end faces of the rehabilitation pipe T and the water supply / drainage pipe 21 are located on the inner surfaces of the manholes H1 and H2, and the peeling prevention means K is strongly used as the water supply / drainage pipe. Even when pressure is applied to the inner surface side of 21, the manholes H1 and H2 receive the water supply and drainage pipes 21, so that the rehabilitation pipe T can be strongly joined to the water supply and drainage pipes 21 without damaging the water supply and drainage pipes 21. The peeling prevention effect can be ensured.

以上述べた通りに、本願発明による更生管Tの固定具及び更生管Tの固定具敷設方法は、更生管Tを敷設するにあたって施工工事の完了後の数年乃至数十年経過においても、更生管Tが経年変化によって端部の剥離が生じることのない固定具及び固定具敷設方法を提案できるものである。 As described above, the fixing tool for the rehabilitation pipe T and the fixing tool for the rehabilitation pipe T according to the present invention are rehabilitated even after several years to several decades have passed after the completion of the construction work when laying the rehabilitation pipe T. It is possible to propose a fixture and a fixture laying method in which the end of the tube T does not peel off due to aging.

なお、本願発明は上記実施形態に限定されるものではなく、本願発明の技術思想の範囲内で適宜実施形態を変更して実施することができる。 The invention of the present application is not limited to the above-described embodiment, and the embodiment can be appropriately changed and implemented within the scope of the technical idea of the present invention.

21・・・給排水管
22・・・封止バンド
23・・・封止バンド
24・・・封止バンド
25・・・打ち込み楔
K・・・剥離防止手段(22、23、24、25)
H1、H2・・・マンホール
S・・・接着剤
T・・・更生管
21 ... Water supply / drainage pipe 22 ... Sealing band 23 ... Sealing band 24 ... Sealing band 25 ... Driving wedge K ... Peeling prevention means (22, 23, 24, 25)
H1, H2 ... Manhole S ... Adhesive T ... Rehabilitation tube

Claims (4)

マンホールに連接する既設の給排水管の管内に挿入して敷設する更生管の固定具において、
前記更生管の外周面と前記給排水管との接合面に塗布する接着剤と、
前記更生管の両端部に設置する剥離防止手段と、を備え、
前記剥離防止手段により前記更生管を前記給排水管内周に圧接するように構成したことを特徴とする更生管の固定具。
In the fixture of the rehabilitation pipe to be laid by inserting it into the pipe of the existing water supply and drainage pipe connected to the manhole
An adhesive applied to the joint surface between the outer peripheral surface of the rehabilitation pipe and the water supply / drainage pipe,
It is provided with peeling prevention means installed at both ends of the rehabilitation pipe.
A fixture for a rehabilitation pipe, characterized in that the rehabilitation pipe is pressure-welded to the inner circumference of the water supply / drainage pipe by the peeling prevention means.
マンホールに連接する既設の給排水管の管内に挿入して敷設する更生管の固定具において、
前記更生管の外周面と前記給排水管との接合面に塗布する接着剤と、
前記更生管の端部に設置する打ち込み楔を含む金属製バンドと、を備え、
前記金属製バンドにより前記更生管の両端部を前記給排水管内周面に圧接して固定するように構成したことを特徴とする更生管の固定具。
In the fixture of the rehabilitation pipe to be laid by inserting it into the pipe of the existing water supply and drainage pipe connected to the manhole
An adhesive applied to the joint surface between the outer peripheral surface of the rehabilitation pipe and the water supply / drainage pipe,
A metal band including a driving wedge to be installed at the end of the rehabilitation tube.
A fixture for a rehabilitation pipe, characterized in that both ends of the rehabilitation pipe are pressed against and fixed to the inner peripheral surface of the water supply / drainage pipe by the metal band.
マンホールに連接する既設の給排水管の管内に挿入して敷設する更生管の固定具敷設方法において、
前記更生管を前記給排水管内に挿入し、
前記更生管の外周面と前記給排水管との接合面に接着剤を塗布するとともに前記更生管内に空気を吹き込んで前記給排水管内周に密着させた後に前記更生管の両端部外周面を前記給排水管内周に圧接するように剥離防止手段を設置することを特徴とする更生管の固定具敷設方法。
In the method of laying fixtures for rehabilitation pipes, which are inserted into the existing water supply and drainage pipes connected to manholes and laid.
The rehabilitation pipe is inserted into the water supply / drainage pipe,
After applying an adhesive to the joint surface between the outer peripheral surface of the rehabilitation pipe and the water supply / drainage pipe and blowing air into the rehabilitation pipe to bring it into close contact with the inner circumference of the water supply / drainage pipe, the outer peripheral surfaces of both ends of the rehabilitation pipe are inside the water supply / drainage pipe. A method of laying a fixture for a rehabilitation pipe, which comprises installing a peeling prevention means so as to press-contact the circumference .
マンホールに連接する既設の給排水管の管内に挿入して敷設する更生管の固定具敷設方法において、
前記更生管を前記給排水管内に挿入し、
前記更生管の外周面と前記給排水管との接合面に接着剤を塗布するとともに前記更生管内に空気を吹き込んで前記給排水管内周に密着させた後に打ち込み楔を含む金属製バンドにより前記更生管の両端部を前記給排水管内周面に圧接して固定するように構成したことを特徴とする更生管の固定具敷設方法。

In the method of laying fixtures for rehabilitation pipes, which are inserted into the existing water supply and drainage pipes connected to manholes and laid.
The rehabilitation pipe is inserted into the water supply / drainage pipe,
An adhesive is applied to the outer peripheral surface of the rehabilitation pipe and the joint surface between the water supply and drainage pipes, and air is blown into the rehabilitation pipe to bring it into close contact with the inner circumference of the water supply and drainage pipes, and then a metal band including a driving wedge is used to form the rehabilitation pipe. A method for laying a fixture for a rehabilitation pipe, characterized in that both ends are pressed against the inner peripheral surface of the water supply / drainage pipe to be fixed.

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