JP2020101205A - Shelter and regeneration method of existing pipe - Google Patents

Shelter and regeneration method of existing pipe Download PDF

Info

Publication number
JP2020101205A
JP2020101205A JP2018238302A JP2018238302A JP2020101205A JP 2020101205 A JP2020101205 A JP 2020101205A JP 2018238302 A JP2018238302 A JP 2018238302A JP 2018238302 A JP2018238302 A JP 2018238302A JP 2020101205 A JP2020101205 A JP 2020101205A
Authority
JP
Japan
Prior art keywords
pipe
shelter
existing
making machine
rehabilitating
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2018238302A
Other languages
Japanese (ja)
Other versions
JP7231400B2 (en
Inventor
善央 久保
Yoshihisa Kubo
善央 久保
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP2018238302A priority Critical patent/JP7231400B2/en
Publication of JP2020101205A publication Critical patent/JP2020101205A/en
Application granted granted Critical
Publication of JP7231400B2 publication Critical patent/JP7231400B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

To easily manufacture a shelter for securing the safety of a worker when installing an existing pipe and a regeneration pipe.SOLUTION: In a regeneration method of an existing pipe for making a regeneration pipe 15 by spirally winding a band-shaped member 4 by using a pipe making machine 3 in the existing pipe 1, a shelter 11 is manufactured prior to a pipe making process of the regeneration pipe 15. That is, an original pipe 10 for the shelter is manufactured by spirally winding the band-shaped member 4 by using the pipe making machine 3 at a bottom part of a manhole 2a connected to the existing pipe 1, and by cutting the original pipe 10, the cylindrical shelter having the same diameter as that of the regeneration pipe 10 is obtained. In the pipe making process of the regeneration pipe 15, the shelter 11 is arranged at an advance side of the pipe making machine 3, and the shelter 11 is progressed together with the pipe making machine 3 accompanied by the extension of the regeneration pipe 15.SELECTED DRAWING: Figure 4

Description

本発明は、既設管内に更生管を設置する際に作業等の安全を確保するために用いられるシェルター、およびこのシェルターを用いながら既設管内に更生管を設置する既設管の更生方法に関する。 TECHNICAL FIELD The present invention relates to a shelter used for ensuring safety of work when installing a rehabilitation pipe in an existing pipe, and a method of rehabilitating an existing pipe in which a rehabilitation pipe is installed in the existing pipe while using the shelter.

地中に埋設された下水管等の既設管が老朽化した場合、開削して既設管を撤去し新たに配管すると、工期が長くなり、工事スペースを確保するのも困難である。そのため、既設管を撤去せずに、既設管の内側に更生管を設置する方法が一般的に採用されている。 When existing pipes such as sewer pipes buried in the ground are deteriorated, if the existing pipes are excavated and the existing pipes are removed and new pipes are installed, the construction period becomes long and it is difficult to secure a construction space. Therefore, a method of installing a rehabilitation pipe inside the existing pipe without removing the existing pipe is generally adopted.

特許文献1には、既設管内において製管機により帯状部材を螺旋状に連結することにより、更生管を既設管に沿って延伸させながら製管する技術が開示されている。製管機は常に更生管の延伸方向先端に位置しており、更生管の延伸にしたがって、移動する。この製管方法によれば、既設管内での流通を維持しながら更生管を設置することができる。 Patent Document 1 discloses a technique for forming a pipe while extending a rehabilitation pipe along the existing pipe by spirally connecting band-shaped members with a pipe making machine in the existing pipe. The pipe making machine is always located at the tip of the rehabilitation pipe in the extending direction, and moves as the rehabilitating pipe is extended. According to this pipe manufacturing method, the rehabilitation pipe can be installed while maintaining the circulation in the existing pipe.

製管工程において、製管機には作業員が常時付き添っており、製管機による製管作業を監視したり補助したり、製管機の保守、点検を行っている。
近年、更生管のみで強度負担できる工法が開発されている。この工法では、既設管の強度を考慮しなくてよいため、既設管の残存耐力の評価を不要にすることができるが、既設管の老朽化が激しいと、突然潰れて崩落する可能性がないとは言い切れないため、作業員の安全を確保する手段が求められる。
In the pipe making process, a worker is always accompanied by the pipe making machine to monitor and assist the pipe making work by the pipe making machine and to perform maintenance and inspection of the pipe making machine.
In recent years, construction methods have been developed that can bear the strength only with rehabilitation pipes. With this method, it is not necessary to consider the strength of the existing pipe, so it is not necessary to evaluate the residual strength of the existing pipe, but if the existing pipe is too old, there is no possibility of sudden collapse and collapse. It cannot be said that the means for ensuring the safety of workers is required.

上記安全確保の手段として、特許文献2は既設管内にシェルターを配置することを提案している。このシェルターは、複数の円弧形状の鋼板をマンホールに挿入し、マンホール底部でこれら鋼板を連結して筒形状のシェルターに組み立てている。 As a means for ensuring the above safety, Patent Document 2 proposes disposing a shelter in an existing pipe. In this shelter, a plurality of arc-shaped steel plates are inserted into a manhole, and these steel plates are connected at the bottom of the manhole to assemble a tubular shelter.

特開2016−43555号公報JP, 2016-43555, A 特開2018−150999号公報JP, 2018-150999, A

特許文献1のシェルターは、複数の鋼板を連結して組み立てる作業に時間がかかる欠点があった。 The shelter of Patent Document 1 has a drawback that it takes time to assemble a plurality of steel plates by connecting them.

上記課題を解決するために、本発明は、既設管内に更生管を設置する際に用いられるシェルターであって、螺旋状の帯状部材により構成され、上記帯状部材の隣接する巻部分の側縁同士が嵌合されることにより筒状をなしていることを特徴とする。
上記構成によれば、更生管を製管する製管機を用いることにより、作業員の安全を確保するためのシェルターをマンホール内で比較的簡単に得ることができる。
In order to solve the above-mentioned problems, the present invention is a shelter used when installing a rehabilitation pipe in an existing pipe, which is constituted by a spiral band-shaped member, and side edges of adjacent winding portions of the band-shaped member. It is characterized in that it has a tubular shape by being fitted with.
According to the above configuration, by using the pipe manufacturing machine for manufacturing the rehabilitation pipe, the shelter for ensuring the safety of the worker can be obtained relatively easily in the manhole.

本発明の他の態様は、既設管内において製管機により帯状部材を螺旋状に巻回し隣接する巻部分の側縁同士を嵌合することにより更生管を製管し、この製管工程で上記更生管を上記既設管の発進端から到達端に向かって延設するとともに上記製管機を同方向に前進させる既設管の更生方法において、
上記更生管の製管工程に先立ち、上記既設管に接続されるマンホールの底部を含む空間において、上記製管機により上記帯状部材を螺旋状に巻回し隣接する巻部分の側縁同士を嵌合することにより上記更生管と同径をなす筒形状のシェルターを製作し、上記更生管の製管工程において、上記シェルターを上記製管機の前進側に配置し、上記更生管の延伸に伴い上記製管機とともに上記シェルターを前進させることを特徴とする。
上記方法によれば、作業員の安全を確保するためのシェルターをマンホール内で比較的簡単に得ることができる。また、作業途中でシェルターを既設管内に残置しても、シェルターが更生管と同径をなしているので、既設管内の流通を妨げず、またシェルターが流されるのを簡単に回避できる。
Another aspect of the present invention is to make a rehabilitating pipe by spirally winding a strip-shaped member in an existing pipe by a pipe making machine and fitting side edges of adjacent winding parts to each other. In the method of rehabilitating the existing pipe, which extends the rehabilitating pipe from the starting end of the existing pipe toward the reaching end and advances the pipe making machine in the same direction,
Prior to the pipe making process of the rehabilitating pipe, in the space including the bottom portion of the manhole connected to the existing pipe, the strip-shaped member is spirally wound by the pipe making machine and the side edges of adjacent winding portions are fitted to each other. By producing a tubular shelter having the same diameter as the rehabilitating pipe by doing, in the pipe making step of the rehabilitating pipe, the shelter is arranged on the forward side of the pipe making machine, and with the extension of the rehabilitating pipe, It is characterized in that the shelter is moved forward together with the pipe making machine.
According to the above method, the shelter for ensuring the safety of the worker can be obtained relatively easily in the manhole. Further, even if the shelter is left in the existing pipe during the work, the diameter of the shelter is the same as that of the rehabilitating pipe, so that the flow in the existing pipe is not hindered and the shelter can be easily avoided.

好ましくは、上記シェルターを、上記既設管の上記発進端に接続される発進側マンホールの底部を含む空間において製作する。
上記方法によれば、製作されたシェルターおよび製管機の移動を少なくして更生管の製管を開始することができる。
Preferably, the shelter is manufactured in a space including a bottom portion of a starting side manhole connected to the starting end of the existing pipe.
According to the above method, it is possible to reduce the movement of the manufactured shelter and the pipe making machine and start the production of the rehabilitating pipe.

具体的態様では、上記発進側マンホールの底部を含む空間において、上記製管機により上記帯状部材から、上記シェルターのための原管を上記到達端の反対側に延伸するようにして製管し、上記原管を切断することによりシェルターを得、
上記シェルターを上記既設管に挿入した後、上記製管機を、上記発進側マンホールにおいて水平に回して向きを変えてから上記既設管に挿入し、その後で上記更生管の製管工程を開始する。
In a specific aspect, in a space including the bottom of the starting-side manhole, from the strip-shaped member by the pipe making machine, a raw pipe for the shelter is pipe-formed so as to extend to the opposite side of the reaching end, Obtaining a shelter by cutting the raw tube,
After inserting the shelter into the existing pipe, the pipe making machine is turned horizontally in the starting-side manhole to change its direction and then inserted into the existing pipe, after which the pipe making process of the rehabilitation pipe is started. ..

他の具体的態様では、上記発進側マンホールの底部を含む空間において、上記製管機により上記帯状部材から、上記シェルターのための原管を上記到達端に向けて延伸するようにして製管し、上記原管を切断することによりシェルターを得、
上記製管機を上記発進側マンホール内において上記シェルターの通過経路から外れた位置に退避させた状態で、上記シェルターを上記通過経路に沿って移動させて上記既設管に挿入した後、上記製管機を上記既設管に挿入し、その後で上記更生管の製管工程を開始する。
In another specific aspect, in the space including the bottom of the starting side manhole, the raw pipe for the shelter is pipe-formed by the pipe-making machine from the strip-shaped member so as to extend toward the reaching end. , Obtaining a shelter by cutting the raw tube,
In the state where the pipe making machine is retracted to a position outside the passage of the shelter in the starting side manhole, the shelter is moved along the passage and inserted into the existing pipe, and then the pipe making The machine is inserted into the existing pipe, after which the pipe making process of the rehabilitation pipe is started.

別の具体的態様では、上記既設管の上記到達端に接続される到達側マンホールの底部を含む空間において、シェルターを製作することもできる。すなわち、上記製管機により上記帯状部材から、上記シェルターのための原管を上記発進端の反対側に延伸させるようにして製管し、上記原管を切断することによりシェルターを得、上記シェルターを上記既設管に通して上記発進端の近傍位置まで移動させ、さらに上記製管機を上記発進端から上記既設管に挿入し、その後で、上記更生管の製管工程を開始する。 In another specific aspect, the shelter can be manufactured in a space including the bottom of the reaching-side manhole connected to the reaching end of the existing pipe. That is, from the strip-shaped member by the pipe making machine, the raw pipe for the shelter is made to be stretched to the side opposite to the starting end, and the shelter is obtained by cutting the raw pipe. Is moved to a position near the starting end through the existing pipe, the pipe making machine is further inserted into the existing pipe from the starting end, and then the pipe making process of the rehabilitating pipe is started.

好ましくは、上記原管を切断してシェルターを得た後、上記原管の残り部分に連なる未嵌合の帯状部材の端を新たな帯状部材の先端に接続して、上記更生管の製管工程を開始する。
上記方法によれば、材料の無駄を無くすことができる。
Preferably, after the raw pipe is cut to obtain a shelter, the end of the unfitted strip-shaped member connected to the remaining portion of the raw pipe is connected to the tip of a new strip-shaped member to produce the rehabilitated pipe. Start the process.
According to the above method, waste of material can be eliminated.

本発明によれば、シェルターの製作が容易で、シェルターを既設管に残置しても既設管の流通を阻害しない。 According to the present invention, it is easy to manufacture a shelter, and even if the shelter is left in the existing pipe, the distribution of the existing pipe is not hindered.

本発明の第1実施形態に係る既設管更生方法を説明する概略縦断面図であり、更生管の製管工程に先立ち、発進側マンホールでシェルター用の原管を製管する工程を示す。FIG. 3 is a schematic vertical cross-sectional view for explaining the existing pipe rehabilitation method according to the first embodiment of the present invention, showing a step of producing a raw pipe for a shelter in a starting manhole prior to a regenerative pipe production step. 上記原管を切断してシェルターを分離し、このシェルターを既設管内に挿入する工程を示す概略縦断面図である。It is a schematic longitudinal cross-sectional view showing a step of cutting the raw pipe to separate the shelter and inserting the shelter into the existing pipe. 上記製管機を水平に回転させてその向きを変え、上記既設管内に挿入する工程を示す概略縦断面図である。It is a schematic longitudinal cross-sectional view which shows the process of rotating the said pipe making machine horizontally, changing the direction, and inserting in the said existing pipe. シェルターを製管機の前進側に配置した状態で更生管を製管する工程を示す概略縦断面図である。It is a schematic longitudinal cross-sectional view showing a step of producing a rehabilitating pipe in a state where the shelter is arranged on the forward side of the pipe producing machine. 既設管内での更生管の設置が完了した状態を示す概略縦断面図である。It is a schematic longitudinal cross-sectional view showing a state where the installation of the rehabilitation pipe in the existing pipe is completed. 上記原管と更生管用の帯状部材の横断面図である。It is a cross-sectional view of the said strip|belt-shaped member for original pipes and rehabilitation pipes. 本発明の第2実施形態に係る既設管更生方法を説明する概略縦断面図であり、更生管の製管工程に先立ち、発進側マンホールでシェルター用の原管を製管する工程を示す。It is a schematic longitudinal cross-sectional view explaining the existing pipe rehabilitation method which concerns on 2nd Embodiment of this invention, showing the process of manufacturing the raw pipe for shelters in the starting side manhole prior to the pipe manufacturing process of a rehabilitation pipe. 第2実施形態において、切断されたシェルターを既設管内に挿入する工程を示す概略縦断面図である。In 2nd Embodiment, it is a schematic longitudinal cross-sectional view which shows the process of inserting the cut shelter in the existing pipe. 本発明の第3実施形態に係る既設管更生方法を説明する概略縦断面図であり、更生管の製管工程に先立ち、到達側マンホールでシェルター用の原管を製管する工程を示す。It is a schematic longitudinal cross-sectional view explaining the existing pipe rehabilitation method which concerns on 3rd Embodiment of this invention, showing the process of manufacturing the raw pipe for shelters in the reaching manhole prior to the pipe manufacturing process of a rehabilitation pipe. 第3実施形態において、切断されたシェルターを既設管の発進端近傍へ移動させる工程を示す概略縦断面図である。In 3rd Embodiment, it is a schematic longitudinal cross-sectional view which shows the process of moving the cut shelter to the starting end vicinity of the existing pipe.

以下、本発明の第1実施形態を図1〜図6を参照しながら説明する。図4に示すように、地中に略水平に既設の下水管1(以下、既設管と言う)が埋設されている。この老朽化した既設管1は、その内側に後述する更生管15を設置することにより、更生される。
以下の説明において、既設管1の一端(更生管15の製管開始側の端)を発進端1aと言い、既設管1の他端(更生管15の製管終了側の端)を到達端1bと言う。既設管1の発進端1aは発進側マンホール2aに接続され、到達端1bは到達側マンホール2bに接続されている。
Hereinafter, a first embodiment of the present invention will be described with reference to FIGS. As shown in FIG. 4, an existing sewer pipe 1 (hereinafter referred to as an existing pipe) is buried substantially horizontally in the ground. The existing pipe 1 that has deteriorated is rehabilitated by installing a rehabilitation pipe 15 described later inside thereof.
In the following description, one end of the existing pipe 1 (end on the pipe making start side of the rehabilitating pipe 15) is referred to as a starting end 1a, and the other end of the existing pipe 1 (end on the pipe making end side of the rehabilitating pipe 15) is a reaching end. Say 1b. The starting end 1a of the existing pipe 1 is connected to the starting side manhole 2a, and the reaching end 1b is connected to the reaching side manhole 2b.

既設管1の更生は、既設管1内を下水が流通している状態で行われる。以下、既設管1の更生方法について順を追って説明する。 Rehabilitation of the existing pipe 1 is performed in a state where sewage is flowing through the existing pipe 1. Hereinafter, a method for rehabilitating the existing pipe 1 will be described step by step.

シェルター用原管の製管工程
図1に示すように、発進側マンホール2aの底部において、後述の更生管15の製管に用いられる製管機3により、螺旋状の巻き癖がついた所定長さの帯状部材4(図では太い1本の実線で簡略化して示している)から円筒形状の原管10を製管する。この原管10の製管は後述の更生管15の製管と同じである。簡単に説明すると、図6に示すように、帯状部材4は両側縁に連続した嵌合部4a,4bを有しており、さらに本実施形態では金属等からなる補強帯材4xが取り付けられている。製管機3は、帯状部材4の隣接する巻き部分の嵌合部4a,4b同士を厚み方向に圧力をかけて嵌合させることにより、帯状部材4を螺旋状に連結してなる原管10を製管する。この原管10は、補強帯材4xで補強されており、高い剛性を有している。
Pipe making process for raw pipe for shelter As shown in FIG. 1, a predetermined length having a spiral curl is formed at the bottom of the starting side manhole 2a by a pipe making machine 3 used for making a rehabilitating pipe 15 described later. A cylindrical raw pipe 10 is produced from the band-shaped member 4 (which is simply shown by one thick solid line in the figure). The pipe making of the raw pipe 10 is the same as the pipe making of the rehabilitation pipe 15 described later. Briefly described, as shown in FIG. 6, the belt-shaped member 4 has fitting portions 4a and 4b that are continuous on both side edges, and in this embodiment, a reinforcing belt member 4x made of metal or the like is attached. There is. In the pipe making machine 3, the fitting pipes 4a and 4b of the adjacent winding parts of the strip-shaped member 4 are pressed together in the thickness direction to be fitted to each other, so that the strip-shaped member 4 is spirally connected to each other. To make a pipe. The raw pipe 10 is reinforced by the reinforcing strips 4x and has high rigidity.

本実施形態では、原管10は製管の過程で既設管1の到達端1bの反対方向に延伸し、製管機3も延伸方向の先端において同方向に移動する。これにより、原管10と製管機3は、発進側マンホール2aから更生対象の既設管1の反対側に延びる既設管1Aに入り込む。
上記原管10の製管工程における原管10の延伸方向および製管機3の移動方向は、更生管15の製管工程における更生管15の延伸方向および製管機3の移動方向と逆である。
In the present embodiment, the raw pipe 10 is stretched in the direction opposite to the reaching end 1b of the existing pipe 1 during the pipe manufacturing process, and the pipe manufacturing machine 3 is also moved in the same direction at the tip in the stretching direction. As a result, the raw pipe 10 and the pipe manufacturing machine 3 enter the existing pipe 1A extending from the starting side manhole 2a to the opposite side of the existing pipe 1 to be rehabilitated.
The extending direction of the raw pipe 10 and the moving direction of the pipe making machine 3 in the pipe making process of the raw pipe 10 are opposite to the extending direction of the rehabilitating pipe 15 and the moving direction of the pipe making machine 3 in the pipe making process of the rehabilitating pipe 15. is there.

製管機3には、既設管1Aの他端(発信側マンホール2aの反対側の端)に接続されるマンホール(図示しない)へと延びる油圧ケーブル5が接続されている。油圧ケーブル5はこのマンホールから出て地上で油圧装置(図示しない)に接続されている。なお、製管機3には電力ケーブルも接続されており、この電力ケーブルも油圧ケーブルと同方向に延び地上で発電装置に接続されている。電力ケーブルについては図を簡略化するため図示しない。 The pipe manufacturing machine 3 is connected to a hydraulic cable 5 extending to a manhole (not shown) connected to the other end of the existing pipe 1A (the end on the opposite side of the transmitting side manhole 2a). The hydraulic cable 5 exits from this manhole and is connected to a hydraulic device (not shown) on the ground. An electric power cable is also connected to the pipe making machine 3, and the electric power cable also extends in the same direction as the hydraulic cable and is connected to the power generator on the ground. The power cable is not shown to simplify the drawing.

シェルター製作工程
図1に示すようにして製管された原管10を50cm〜2m、例えば1mに切断してシェルター11を得る。このシェルター11の前後端にそれぞれ周方向に離れた2つの車輪11aを付け、更生対象の既設管1内において発進端1aの近傍位置に挿入する。
上記のようにシェルター11は、発進側マンホール2aにおいて製管機3を用いて比較的簡単に製作することができる。
Shelter manufacturing process The raw pipe 10 manufactured as shown in FIG. 1 is cut into 50 cm to 2 m, for example, 1 m to obtain a shelter 11. Two wheels 11a, which are separated from each other in the circumferential direction, are attached to the front and rear ends of the shelter 11, and are inserted into a position near the starting end 1a in the existing pipe 1 to be rehabilitated.
As described above, the shelter 11 can be relatively easily manufactured by using the pipe manufacturing machine 3 in the starting side manhole 2a.

更生管製管の準備工程
次に、製管機3と、原管10の残り部分12およびこの残り部分12に連なる未嵌合の帯状部材4を180°水平に回して、その向きを変えてから、図3に示すように既設管1内に挿入する。油圧ケーブル5と電力ケーブルを既設管1に通し、図4に示すように到達側マンホール2bから地上の油圧装置6および発電装置にそれぞれ接続する。
図4に示すように、未嵌合の帯状部材4の端に、発進側マンホール2aの近傍の地上に設置されたドラム7から引き出された帯状部材4の先端を接続する。
Preparation process for rehabilitating pipe making Next, the pipe making machine 3, the remaining portion 12 of the raw pipe 10 and the unfitted strip-shaped member 4 connected to this remaining portion 12 are rotated 180° horizontally and their orientations are changed. From above, it is inserted into the existing pipe 1 as shown in FIG. The hydraulic cable 5 and the electric power cable are passed through the existing pipe 1, and are connected to the hydraulic device 6 and the power generator on the ground from the reaching manhole 2b as shown in FIG.
As shown in FIG. 4, the end of the strip-shaped member 4 which is not fitted is connected to the tip of the strip-shaped member 4 pulled out from the drum 7 installed on the ground near the starting-side manhole 2a.

更生管の製管工程
次に、製管機3を再駆動し、原管10の場合と同様に、帯状部材4を螺旋状に連結して更生管15を製管する。製管が進むにつれて更生管15は既設管10の発進端1aから到達端1bに向けて延伸される。製管機3は更生管15の先端に位置しており、更生管15の延伸に伴い到達端1bに向けて前進する。ドラム7からの帯状部材4は螺旋状に巻癖が付けられた状態で発進側マンホール2aを通り、更生管3内を通って製管機3へと送られる。
Pipe manufacturing process of the rehabilitating pipe is then re-drives the pipe producing machine 3, as in the case of the original tube 10 to the pipe producing a rehabilitating pipe 15 by connecting the strip 4 helically. As the pipe making progresses, the rehabilitating pipe 15 extends from the starting end 1a of the existing pipe 10 toward the reaching end 1b. The pipe making machine 3 is located at the tip of the rehabilitation pipe 15, and advances toward the reaching end 1b as the rehabilitation pipe 15 extends. The belt-shaped member 4 from the drum 7 is sent to the pipe-making machine 3 through the starting-side manhole 2a, the rehabilitation pipe 3 and the spiral-shaped winding member.

上記製管工程において、製管機3の前進側にシェルター11が配置されている。このシェルター11は、更生管15の延伸に伴い、製管機3とともに前進する。シェルター11は作業員の人力で前進させてもよいし、図4に想像線で示すように、ウインチ9から引き出されたワイヤ9aをシェルター11に設けたワイヤ掛部に引っ掛けてウインチ9の力でシェルター11を前進させてもよい。 In the pipe making step, the shelter 11 is arranged on the forward side of the pipe making machine 3. The shelter 11 advances together with the pipe making machine 3 as the rehabilitation pipe 15 is stretched. The shelter 11 may be moved forward by the human power of a worker, or as shown by an imaginary line in FIG. The shelter 11 may be advanced.

作業員はシェルター11内に居て、製管機3による製管作業を監視したり補助したり、製管機3の保守、点検を行なう。
既設管1が著しく老朽化している場合には、既設管1が崩壊する可能性が無いとは言い切れない。この崩落片はシェルター11の頂部で受け止めることができるので、シェルタ−11内に居る作業員の安全を確保することができる。
The worker is in the shelter 11 to monitor and assist the pipe making work by the pipe making machine 3, and to maintain and inspect the pipe making machine 3.
If the existing pipe 1 is significantly deteriorated, it cannot be said that there is no possibility that the existing pipe 1 will collapse. Since this falling piece can be received by the top of the shelter 11, it is possible to ensure the safety of the workers in the shelter 11.

上記更生管15の製管工程が中断される場合、例えば製管工程が1日で終わらず次の日に持ち越される場合、シェルター11を既設管1から撤去せず、車輪11aを外して更生管15とともに既設管1内に残置することができる。シェルター11は更生管15と同径かつ同断面形状をなしており、既設管1内の流通を阻害せず、シェルタ−11の前方において既設管1に簡単な支保工を設置するだけで、シェルター11が流されるのを阻止できるからである。 When the pipe making process of the rehabilitation pipe 15 is interrupted, for example, when the pipe making process does not end in one day and is carried over to the next day, the shelter 11 is not removed from the existing pipe 1 and the wheel 11a is removed to rehabilitate the pipe. It can be left in the existing pipe 1 together with 15. The shelter 11 has the same diameter and the same cross-sectional shape as the rehabilitating pipe 15, does not hinder the flow in the existing pipe 1, and simply installs a simple supporting work on the existing pipe 1 in front of the shelter 11, This is because 11 can be prevented from being washed away.

最終工程
図5に示すように、更生管15の製管は、既設管1の到達端1bに達した時に終了する。 最後に、上記更生管15と既設管1との間にモルタル等の裏打ち材を充填して、更生作業が終了する。
シェルター11は、例えば既設管1Bの更生も行う場合には、その更生作業に用いてもよいし、帯状部材に戻すか切断して到達側マンホール2bから取り出してもよい。
Final Process As shown in FIG. 5, the pipe making of the rehabilitating pipe 15 ends when the reaching end 1b of the existing pipe 1 is reached. Finally, a lining material such as mortar is filled between the rehabilitation pipe 15 and the existing pipe 1 to complete the rehabilitation work.
For example, when the existing pipe 1B is also rehabilitated, the shelter 11 may be used for the rehabilitation work, or may be returned to the strip-shaped member or cut and taken out from the reaching manhole 2b.

次に、本発明の他の実施形態について図面を参照しながら説明する。図において第1実施形態に対応する構成部には同番号を付してその詳細な説明を省略する。 Next, another embodiment of the present invention will be described with reference to the drawings. In the figure, the components corresponding to those in the first embodiment are designated by the same reference numerals, and detailed description thereof will be omitted.

図7、図8は第2実施形態を示す。この実施形態では図7に示すように、既設管1Aおよび発進側マンホール2aにおいて、更生管15の製管の場合と同じ向きで原管10を製管する。すなわち、原管10は既設管1の到達端1b(図7では図示されていない)に向けて延伸し、製管機3が同方向に移動する。この場合、切断されたシェルター11は製管機3から見て到達端1bの反対側に配置されるため、製管機3とシェルター11の位置交換が必要である。 7 and 8 show the second embodiment. In this embodiment, as shown in FIG. 7, the raw pipe 10 is produced in the existing pipe 1A and the starting manhole 2a in the same direction as in the case of producing the rehabilitation pipe 15. That is, the raw pipe 10 extends toward the reaching end 1b (not shown in FIG. 7) of the existing pipe 1, and the pipe making machine 3 moves in the same direction. In this case, since the cut shelter 11 is arranged on the opposite side of the reaching end 1b when viewed from the pipe making machine 3, it is necessary to exchange the positions of the pipe making machine 3 and the shelter 11.

図8に示すように、発進側マンホール2aにおいて、製管機3と原管10の残り部分12と未嵌合の帯状部材4を、ワイヤ8を介してリフト(図示しない)により持ち上げることにより、シェルター11のための通過経路から外れた位置に退避させる。この状態でシェルター11を、上記通過経路に沿って移動させ、既設管1内へと挿入する。この後に製管機3を降ろし向きを変えずに既設管1に挿入する。 As shown in FIG. 8, in the starting-side manhole 2a, the pipe-manufacturing machine 3, the remaining portion 12 of the raw pipe 10 and the unfitted strip-shaped member 4 are lifted by a lift (not shown) via the wire 8, The shelter 11 is evacuated to a position off the passage. In this state, the shelter 11 is moved along the passing path and inserted into the existing pipe 1. After this, the pipe making machine 3 is lowered and inserted into the existing pipe 1 without changing the direction.

これ以降の工程は、第1実施形態の更生管製管の準備工程、更生管15の製管工程および最終工程と同様であるから説明を省略する。
上記のように製管機3を持ち上げる代わりに、発進側マンホール2aにおいて横移動(図8において紙面と直交する方向)に移動させてシェルター11の通過経路から外れた位置に退避させてもよい。
Since the subsequent steps are the same as the preparation step for the rehabilitated pipe manufacturing process, the pipe manufacturing process for the rehabilitated pipe 15 and the final process of the first embodiment, description thereof will be omitted.
Instead of lifting the pipe making machine 3 as described above, the pipe making machine 3 may be moved laterally in the starting-side manhole 2a (in a direction orthogonal to the paper surface in FIG. 8) and retracted to a position deviated from the passage of the shelter 11.

図9、図10は第3実施形態を示す。この実施形態では、図9に示すように、到達側マンホール2bの底部で、原管10を製管する。製管時の原管10の延伸方向および製管機3の移動方向は、更生管15の製管工程での更生管15の延伸方向および製管機3の移動方向と同じである。これにより、原管10と製管機3は、到達側マンホール2bから更生対象の既設管1の反対側に延びる既設管1Bに入り込む。 9 and 10 show a third embodiment. In this embodiment, as shown in FIG. 9, the raw pipe 10 is manufactured at the bottom of the reaching-side manhole 2b. The extending direction of the raw pipe 10 and the moving direction of the pipe making machine 3 during pipe making are the same as the extending direction of the rehabilitating pipe 15 and the moving direction of the pipe making machine 3 in the pipe making process of the rehabilitating pipe 15. As a result, the raw pipe 10 and the pipe manufacturing machine 3 enter the existing pipe 1B extending from the reaching manhole 2b to the opposite side of the existing pipe 1 to be rehabilitated.

原管10の製管が終了し、原管10を切断してシェルター11を得た後、このシェルター11に車輪11aを付けて既設管1内を移動させて既設管1の発進端1a近傍に位置させる。この後、製管機3を発進側マンホール2aから導入する。これ以降の工程は、第1実施形態の更生管製管の準備工程、更生管15の製管工程、最終工程と同様である。 After the production of the raw pipe 10 is completed and the raw pipe 10 is cut to obtain the shelter 11, wheels 11a are attached to the shelter 11 to move the inside of the existing pipe 1 to the vicinity of the starting end 1a of the existing pipe 1. Position it. After this, the pipe making machine 3 is introduced from the starting side manhole 2a. Subsequent steps are the same as the preparation step for the rehabilitated pipe manufacturing process, the rehabilitated pipe manufacturing process in the first embodiment, and the final process.

本発明は、前記実施形態に限定されるものではなく、その趣旨に反しない限りにおいて種々の改変をなすことができる。
更生される既設管は下水管に限らず、上水管等であってもよい。
第1、第3実施形態において、シェルター用原管を更生対象の既設管内で製造してもよい。
上記実施形態では、材料を節約するために製管機に残された未嵌合の帯状部材にドラムからの帯状部材を接続したが、製管機から原管の残り部分と未嵌合の帯状部材を外し、ドラムからの帯状部材により更生管を製管してもよい。
The present invention is not limited to the above embodiment, and various modifications can be made without departing from the spirit of the invention.
The existing pipe to be rehabilitated is not limited to the sewer pipe, but may be a water pipe or the like.
In the first and third embodiments, the shelter original pipe may be manufactured in an existing pipe to be rehabilitated.
In the above embodiment, in order to save the material, the strip-shaped member from the drum is connected to the unfitted strip-shaped member left in the pipe-making machine. The member may be removed and the rehabilitating pipe may be produced by a belt-shaped member from the drum.

本発明は、地中に埋設された下水管等の更生に適用できる。 INDUSTRIAL APPLICABILITY The present invention can be applied to rehabilitation of sewer pipes buried underground.

1 既設管
1a 発進端
1b 到達端
2a 発進側マンホール
2b 到達側マンホール
3 製管機
4 帯状部材
4a,4b 嵌合部
10 原管
11 シェルター
12 原管の残り部分
15 更生管
1 Existing pipe 1a Starting end 1b Reaching end 2a Starting side manhole 2b Reaching side manhole 3 Pipe making machine 4 Band members 4a, 4b Fitting part 10 Raw pipe 11 Shelter 12 Remaining pipe 15 Rehabilitation pipe

Claims (4)

既設管内に更生管を設置する際に用いられるシェルターであって、
螺旋状の帯状部材により構成され、上記帯状部材の隣接する巻部分の側縁同士が嵌合されることにより筒状をなしていることを特徴とするシェルター。
A shelter used when installing a rehabilitation pipe in an existing pipe,
A shelter comprising a spiral band-shaped member and having a tubular shape by fitting side edges of adjacent winding portions of the band-shaped member.
既設管内において製管機により帯状部材を螺旋状に巻回し隣接する巻部分の側縁同士を嵌合することにより更生管を製管し、この製管工程で上記更生管を上記既設管の発進端から到達端に向かって延設するとともに上記製管機を同方向に前進させる既設管の更生方法において、
上記更生管の製管工程に先立ち、上記既設管に接続されるマンホールの底部を含む空間において、上記製管機により上記帯状部材を螺旋状に巻回し隣接する巻部分の側縁同士を嵌合することにより上記更生管と同径をなす筒形状のシェルターを製作し、
上記更生管の製管工程において、上記シェルターを上記製管機の前進側に配置し、上記更生管の延伸に伴い上記製管機とともに上記シェルターを前進させることを特徴とする既設管の更生方法。
Inside the existing pipe, a strip-shaped member is spirally wound by a pipe-making machine and the side edges of adjacent winding parts are fitted together to produce a rehabilitated pipe, and in this pipe-making process, the rehabilitated pipe is started from the existing pipe. In a method of rehabilitating an existing pipe, which extends from the end toward the reaching end and advances the pipe manufacturing machine in the same direction,
Prior to the pipe making step of the rehabilitating pipe, in the space including the bottom of the manhole connected to the existing pipe, the band-shaped member is spirally wound by the pipe making machine and the side edges of adjacent winding portions are fitted to each other. By making a cylindrical shelter having the same diameter as the rehabilitation pipe,
In the pipe making step of the rehabilitating pipe, the shelter is arranged on the forward side of the pipe making machine, and the shelter is moved forward together with the pipe making machine as the rehabilitating pipe is stretched. ..
上記シェルターを、上記既設管の上記発進端に接続される発進側マンホールの底部を含む空間において製作することを特徴とする請求項2に記載の既設管の更生方法。 The method of rehabilitating an existing pipe according to claim 2, wherein the shelter is manufactured in a space including a bottom portion of a starting-side manhole connected to the starting end of the existing pipe. 上記既設管の上記到達端に接続される到達側マンホールの底部を含む空間において、上記製管機により上記帯状部材から、上記シェルターのための原管を上記発進端の反対側に延伸させるようにして製管し、上記原管を切断することによりシェルターを得、
上記シェルターを上記既設管に通して上記発進端の近傍位置まで移動させ、さらに上記製管機を上記発進端から上記既設管に挿入し、その後で、上記更生管の製管工程を開始することを特徴とする請求項2に記載の既設管の更生方法。
In the space including the bottom of the reaching-side manhole connected to the reaching end of the existing pipe, the raw pipe for the shelter is extended from the strip-shaped member to the opposite side of the starting end by the pipe making machine. To make a pipe, and obtain a shelter by cutting the raw pipe.
Moving the shelter through the existing pipe to a position near the starting end, further inserting the pipe making machine from the starting end into the existing pipe, and then starting the pipe making process of the rehabilitating pipe. The method for rehabilitating an existing pipe according to claim 2.
JP2018238302A 2018-12-20 2018-12-20 Rehabilitation method for shelters and existing pipes Active JP7231400B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2018238302A JP7231400B2 (en) 2018-12-20 2018-12-20 Rehabilitation method for shelters and existing pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2018238302A JP7231400B2 (en) 2018-12-20 2018-12-20 Rehabilitation method for shelters and existing pipes

Publications (2)

Publication Number Publication Date
JP2020101205A true JP2020101205A (en) 2020-07-02
JP7231400B2 JP7231400B2 (en) 2023-03-01

Family

ID=71139209

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2018238302A Active JP7231400B2 (en) 2018-12-20 2018-12-20 Rehabilitation method for shelters and existing pipes

Country Status (1)

Country Link
JP (1) JP7231400B2 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04244688A (en) * 1991-01-30 1992-09-01 Sekisui Chem Co Ltd Laying method for pipeline
JP2018150999A (en) * 2017-03-13 2018-09-27 積水化学工業株式会社 Method for ensuring safety inside of existing pipe and shelter for existing pipe
JP2018179097A (en) * 2017-04-10 2018-11-15 積水化学工業株式会社 Existing pipe regeneration method
JP2020101206A (en) * 2018-12-20 2020-07-02 積水化学工業株式会社 Shelter for regeneration of existing pipe

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04244688A (en) * 1991-01-30 1992-09-01 Sekisui Chem Co Ltd Laying method for pipeline
JP2018150999A (en) * 2017-03-13 2018-09-27 積水化学工業株式会社 Method for ensuring safety inside of existing pipe and shelter for existing pipe
JP2018179097A (en) * 2017-04-10 2018-11-15 積水化学工業株式会社 Existing pipe regeneration method
JP2020101206A (en) * 2018-12-20 2020-07-02 積水化学工業株式会社 Shelter for regeneration of existing pipe

Also Published As

Publication number Publication date
JP7231400B2 (en) 2023-03-01

Similar Documents

Publication Publication Date Title
RU2480665C2 (en) Pipe repair method, and tape application device for pipe repair
JP5291399B2 (en) Rehabilitation of existing pipes
RU2406797C1 (en) Method for repair of pipe culvert under earthfill
JP2015143454A (en) Concrete jacked pipe for pipe jacking method
JP5275921B2 (en) Pipe making equipment
JP2020101205A (en) Shelter and regeneration method of existing pipe
JP5268773B2 (en) Rehabilitation pipe manufacturing method
JP2007303535A (en) Method for regenerating pipeline
JP2020101206A (en) Shelter for regeneration of existing pipe
JP2018052009A (en) Pipe-making method and apparatus for spiral pipe
JP2019014216A (en) Repairing method of existing pipe, and truck
KR101206997B1 (en) Method for rehabilitating pipe conduit
JP2008132629A (en) Pipe making machine
JP6863781B2 (en) How to ensure safety in existing pipes and shelter for existing pipes
KR101294257B1 (en) Apparatus and Method for manufacturing multi type duct assembly for cable
JP5166896B2 (en) Pipe making apparatus and pipe making method
JP2018052007A (en) Pipe-making method for helix pipe
JP5358405B2 (en) Pipe making equipment
JP7211897B2 (en) Rehabilitation method and structure for existing tubular body
JP6196540B2 (en) Strip-shaped member molding apparatus and molding method therefor
JP2010013933A (en) Member construction method and constructed member
JP2022154832A (en) Method for regenerating existing pipes and pipe manufacturing device for regeneration pipes
JPH0671625B2 (en) Manufacturing method for rolled steel pipe
JP3193888B2 (en) Construction method of lining pipe in sewer
JP2022149084A (en) Method for transporting belt-shaped member for regeneration pipe and hooking tool for transporting belt-shaped member

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20210921

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20220908

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20220927

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20221020

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20230124

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20230216

R151 Written notification of patent or utility model registration

Ref document number: 7231400

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R151