JP2006207754A - Existing pipeline repairing structure - Google Patents

Existing pipeline repairing structure Download PDF

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JP2006207754A
JP2006207754A JP2005023161A JP2005023161A JP2006207754A JP 2006207754 A JP2006207754 A JP 2006207754A JP 2005023161 A JP2005023161 A JP 2005023161A JP 2005023161 A JP2005023161 A JP 2005023161A JP 2006207754 A JP2006207754 A JP 2006207754A
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locking
surface material
pipe line
connecting member
existing
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Toshitaka Nakao
敏隆 中尾
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Takiron Co Ltd
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Takiron Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an existing pipeline repairing structure with inner face materials easy to assemble and of arranging work while saving labor without using a reinforcing material. <P>SOLUTION: A locking protrusion 3 is formed with a large-diameter head portion 31 on one end face of the inner face material 2, and a locking groove 4 is formed in the other end face of the inner face material 2 for locking the head portion 31 of the locking protrusion 3 after inserted and slid thereinto. Dovetail grooves 5 are formed in both side faces of the inner face material 2, and the inner face materials adjacent to each other in the peripheral direction are connected to each other via a connection member 6 which has dovetail portions 61 on both sides. The inner face materials 2 adjacent to each other in the axial direction are joined to each other via the locking protrusion 3 and the locking groove 4, and a hardening filler 7 is filled between the joined inner face material 2 and an existing pipeline 1. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、下水道管等をはじめとする既設管路の内張り補修構造に関し、特に、大口径の既設管路の内面を被覆して補修するのに適した既設管路の補修構造に関するものである。   The present invention relates to a lining repair structure for existing pipelines such as sewer pipes, and more particularly to a repair structure for existing pipelines suitable for covering and repairing the inner surface of a large-diameter existing pipeline. .

老朽化した下水道管路等の既設管路の補修構造として、既設管路の内面を内張り材で全面的に覆う方法が数多く提案されている。
このような内張り補修構造として、例えば、下記の特許文献1には、既設管路内に、当該既設管路の内面に略沿った中空骨組み状の補強材を配置し、その補強材の内側に、既設管路の軸方向に連続した内面材を、既設管路の周方向に複数本密着して取り付けることにより、全体として既設管路の軸方向に沿う筒状に組み立て、その筒状に組み立てられた内面材と既設管路の間に硬化性充填材を充填する補修方法が開示されている。
また、下記の特許文献2には、既設管路内に中空骨組み状の補強材を配置し、その補強材の内側に、既設管路の軸方向に沿った内面材を周方向に連続して取り付け、管路の補修長が長くなり内面材の必要長が長くなっても、その製造上の問題や輸送上の問題を解決することができる管路の内張り構造がそれぞれ提案されている。
Many methods have been proposed for covering the inner surface of an existing pipeline with a lining material as a repair structure for an existing pipeline such as an aged sewer pipeline.
As such a lining repair structure, for example, in Patent Document 1 below, a hollow frame-shaped reinforcing material that is substantially along the inner surface of the existing pipeline is arranged in the existing pipeline, and the inside of the reinforcing material is arranged. By attaching a plurality of inner surface materials that are continuous in the axial direction of the existing pipe line in close contact with the circumferential direction of the existing pipe line, the whole is assembled into a cylindrical shape along the axial direction of the existing pipe line, and assembled into the cylindrical shape. A repair method is disclosed in which a curable filler is filled between the formed inner surface material and an existing pipe line.
Further, in Patent Document 2 below, a hollow frame-shaped reinforcing material is arranged in an existing pipeline, and an inner surface material along the axial direction of the existing pipeline is continuously provided in the circumferential direction inside the reinforcing material. Pipelined lining structures have been proposed that can solve problems in manufacturing and transportation even if the length of attachment and repairing of the pipeline is long and the required length of the inner surface material is long.

しかしながら、上記従来の既設管路の補修構造において、前者は、既設管路の補修長が長くなるに従い、内面材及び嵌合部材を軸方向に連続したものを使用しようとすると、輸送上又は製造設備上において困難なケースが生じてきた。すなわち、通常は内面材及び嵌合部材は、その製造時にドラムやリールなどに巻き取るが、長さがある限度を越えて長くなると、巻き取り後のドラムやリールの外径が大きくなり、製造現場における設置スペース等の問題が、また、これらのドラムやリールを輸送する際、輸送用の車両が大きくなり、通常の車線には進入が困難となってしまう問題が生じる。
また、後者は、これらの問題を解決するものの、既設管路内に中空骨組み状の補強材を配置するに際し、補強材が多数の部材からなるため、補強材を既設管路内で組み立てるのに多大な手間を要し、さらに、内面材の数も多くこれを嵌合部材に係止するのに多大な手間を要するという問題を有している。
However, in the above-described conventional existing pipeline repair structure, if the former tries to use the inner surface material and the fitting member that are continuous in the axial direction as the repair length of the existing pipeline becomes longer, Difficult cases have occurred on equipment. That is, the inner surface material and the fitting member are usually wound around a drum or a reel at the time of manufacture, but if the length exceeds a certain limit, the outer diameter of the drum or the reel after winding increases, There are problems such as installation space at the site, and when these drums and reels are transported, there is a problem that a transport vehicle becomes large and entry into a normal lane becomes difficult.
Although the latter solves these problems, the reinforcing material is composed of a number of members when the hollow frame-shaped reinforcing material is arranged in the existing pipeline, so that the reinforcing material is assembled in the existing pipeline. There is a problem that a great deal of labor is required, and furthermore, the number of inner surface materials is large, and a great deal of labor is required to lock them to the fitting members.

特開2001−311387号公報JP 2001-311387 A 特開2002−310378号公報JP 2002-310378 A

本発明は、上記従来の既設管路の補修構造が有する問題点に鑑み、補強材を用いずにその手間を省略するとともに、内面材の組み立てと配設作業を容易に行うことができる既設管路の補修構造の提供を目的とする。   In view of the problems of the above-described conventional repair structure of existing pipes, the present invention eliminates the trouble without using a reinforcing material and can easily assemble and dispose the inner surface material. The purpose is to provide road repair structures.

上記目的を達成するため、本発明の既設管路の補修構造は、既設管路の内面に、該既設管路の軸方向及び周方向に分割した短冊状の内面材を内張りする既設管路の補修構造において、前記内面材の一方の端面に大径の頭部を備えた係止突起を形成し、内面材のもう一方の端面に、該係止突起の頭部を挿入しスライドさせることにより係止する係止溝を形成するとともに、内面材の両側面にあり溝を形成し、周方向に隣接する内面材同士を、両側にあり部を備えた連結部材により連結することにより、軸方向に隣接する内面材同士を、前記係止突起と係止溝とにより、それぞれ接合し、該接合した内面材と既設管路の間に硬化性充填材を充填したことを特徴とする。
なお、ここでいう「あり溝」及び「あり部」とは、鳩尾状に限らずT字状等も含むものとする。
In order to achieve the above-mentioned object, the repair structure for an existing pipeline according to the present invention is an existing pipeline in which a strip-like inner surface material divided in the axial direction and circumferential direction of the existing pipeline is lined on the inner surface of the existing pipeline. In the repair structure, by forming a locking projection having a large-diameter head on one end surface of the inner surface material, and inserting and sliding the head of the locking projection on the other end surface of the inner surface material By forming a locking groove to be locked, forming grooves on both side surfaces of the inner surface material, and connecting inner surface materials adjacent to each other in the circumferential direction with connecting members having portions on both sides, the axial direction The inner surface materials adjacent to each other are bonded to each other by the locking protrusions and the locking grooves, and a curable filler is filled between the bonded inner surface material and the existing pipe line.
The “grooves” and “living portions” here are not limited to pigeon tails, but also include T-shapes.

この場合において、連結部材は、くさび状に緩いテーパを有し、該テーパと略平行な表面を有するあり溝に挿入、固定されるようにするとともに、連結部材の長さをあり溝の長さより短く形成することができる。   In this case, the connecting member has a wedge-shaped loose taper, and is inserted into and fixed to a dovetail groove having a surface substantially parallel to the taper, and the length of the connecting member is larger than the length of the dovetail groove. It can be formed short.

また、連結部材とあり溝の少なくとも一方に滑性を付与することができる。   Further, it is possible to impart lubricity to at least one of the connecting member and the dovetail groove.

また、あり溝と連結部材の接触部及び/又は係止突起と係止溝の接触部に、パッキンを配設することができる。   Moreover, packing can be arrange | positioned in the contact part of a dovetail groove and a connection member, and / or the contact part of a latching protrusion and a latching groove.

また、内面材の接続部に水分硬化性のシーリング材を縦横に連続して充填することができる。   Further, the moisture curable sealing material can be continuously filled in the longitudinal and lateral directions at the connecting portion of the inner surface material.

本発明の既設管路の補修構造は、既設管路の内面に、該既設管路の軸方向及び周方向に分割した短冊状の内面材を内張りする既設管路の補修構造において、前記内面材の一方の端面に大径の頭部を備えた係止突起を形成し、内面材のもう一方の端面に、該係止突起の頭部を挿入しスライドさせることにより係止する係止溝を形成するとともに、内面材の両側面にあり溝を形成し、周方向に隣接する内面材同士を、両側にあり部を備えた連結部材により連結することにより、軸方向に隣接する内面材同士を、前記係止突起と係止溝とにより、それぞれ接合することから、内面材の組み立てと配設作業を非常に容易に行うことができ、また、接合した内面材と既設管路の間に硬化性充填材を充填することから、内面材の接合をより確実にするとともに既設管路と内面材を一体化し、長期に亘る使用に耐えるように管路を強化することができる。   The repair structure of an existing pipe line according to the present invention is the repair structure of an existing pipe line in which a strip-like inner face material divided in the axial direction and circumferential direction of the existing pipe line is lined on the inner face of the existing pipe line. A locking projection having a large-diameter head is formed on one end surface of the inner surface, and a locking groove for locking by inserting and sliding the head of the locking projection on the other end surface of the inner surface material. Forming and forming grooves on both side surfaces of the inner surface material, and connecting the inner surface materials adjacent in the circumferential direction with connecting members having portions on both sides, thereby connecting the inner surface materials adjacent in the axial direction to each other. Since each of the locking projections and the locking grooves are joined to each other, it is possible to very easily assemble and arrange the inner surface material, and harden between the joined inner surface material and the existing pipe line. To fill the inner surface material more reliably. The integrated existing conduit and the inner surface material, it is possible to strengthen the pipe to withstand use for a long period of time.

また、連結部材を、くさび状に緩いテーパを有し、該テーパと略平行な表面を有するあり溝に挿入、固定されるようにするとともに、連結部材の長さをあり溝の長さより短く形成することにより、内面材同士の接合をより確実に行うことができる。   In addition, the connecting member has a wedge-shaped loose taper, and is inserted and fixed in a dovetail groove having a surface substantially parallel to the taper, and the length of the connecting member is shorter than the length of the dovetail groove. By doing so, joining of inner surface materials can be performed more reliably.

また、連結部材とあり溝の少なくとも一方に滑性を付与することにより、連結部材があり溝内で滑るようにし、内面材同士の接合を容易にすることができる。   Further, by providing slipping property to at least one of the connecting member and the dovetail groove, the connecting member can be slipped in the dovetail groove and the joining of the inner surface materials can be facilitated.

また、あり溝と連結部材の接触部及び/又は係止突起と係止溝の接触部に、パッキンを配設することにより、管路内外への水の浸入を防止することができる。   Further, by providing packing at the contact portion between the dovetail groove and the connecting member and / or the contact portion between the locking protrusion and the locking groove, it is possible to prevent water from entering and leaving the pipe.

また、内面材の接続部に水分硬化性のシーリング材を縦横に連続して充填することにより、管路内外への水の浸入を防止することができる。   In addition, water can be prevented from entering and exiting the inside and outside of the pipe by continuously filling the connecting portion of the inner surface material with a moisture curable sealing material vertically and horizontally.

以下、本発明の既設管路の補修構造の実施の形態を、図面に基づいて説明する。   DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of an existing pipeline repair structure according to the present invention will be described below with reference to the drawings.

図1〜図4に、本発明の既設管路の補修構造の一実施例をその周方向の断面図と軸方向の断面図とで示す。
この既設管路の補修構造は、例えば、補修の必要な内径1200mmの既設管路1(被補修管)の内面に、該既設管路1の軸方向及び周方向に分割した短冊状の内面材2を内張りするものである。
そして、この既設管路の補修構造は、前記内面材2の一方の端面に大径の頭部31を備えた係止突起3を形成し、内面材2のもう一方の端面に、該係止突起3の頭部31を挿入しスライドさせることにより係止する係止溝4を形成するとともに、内面材2の両側面にあり溝5を形成し、周方向に隣接する内面材2同士を、両側にあり部61を備えた連結部材6により連結することにより、軸方向に隣接する内面材2同士を、前記係止突起3と係止溝4とにより、それぞれ接合し、該接合した内面材2と既設管路1の間に硬化性充填材7を充填している。
1 to 4 show an embodiment of the repair structure of an existing pipe line according to the present invention in a circumferential sectional view and an axial sectional view.
The repair structure of the existing pipe line is, for example, a strip-shaped inner surface material that is divided in the axial direction and the circumferential direction of the existing pipe line 1 on the inner surface of the existing pipe line 1 (repair pipe) having an inner diameter of 1200 mm that requires repair. 2 is lined.
The repair structure of the existing pipe line is formed with a locking projection 3 having a large-diameter head portion 31 on one end surface of the inner surface material 2 and on the other end surface of the inner surface material 2. While forming the locking groove 4 which locks by inserting and sliding the head part 31 of the protrusion 3, it forms the groove 5 on both sides of the inner surface material 2, and the inner surface materials 2 adjacent to each other in the circumferential direction. By connecting with the connecting member 6 having the portions 61 on both sides, the inner surface materials 2 adjacent to each other in the axial direction are joined to each other by the locking projections 3 and the locking grooves 4, and the joined inner surface materials. A curable filler 7 is filled between 2 and the existing pipe line 1.

内面材2は、図2に示すように、既設管路1の内面に沿う断面円弧形をなし、円弧の方向に複数のリブ21を備えている。また、この内面材2は、本実施例では、既設管路1の内面を周方向に略8分割した幅で、例えば50cm等の適当な軸方向の長さを備える合成樹脂製の長方形状のものからなる。
ここで、内面材2は、上記のとおり、通常、合成樹脂製のものからなるが、成形性の点から熱可塑性樹脂を好適に使用でき、特に、経済性、可撓性、接着性等で優れているビニル樹脂系の塩化ビニル樹脂や酢酸ビニル樹脂等を最適に使用できる。なお、その他の樹脂、例えば、オレフィン樹脂系のポリエチレン樹脂やポリプロピレン樹脂等、これらの合成樹脂の混合物、これらの合成樹脂とエチレン−酢酸ビニル等の共重合体類やエラストマー類や変性ポリオレフィン類等との混合物も好適に使用することができ、また、天然、合成を問わずほとんどの公知のゴム類も併用して使用することができる。
As shown in FIG. 2, the inner surface material 2 has a cross-sectional arc shape along the inner surface of the existing pipe line 1 and includes a plurality of ribs 21 in the arc direction. Further, in this embodiment, the inner surface material 2 has a width obtained by dividing the inner surface of the existing pipe line 1 into approximately eight parts in the circumferential direction, and has a rectangular shape made of a synthetic resin having an appropriate axial length such as 50 cm. Consists of things.
Here, as described above, the inner surface material 2 is usually made of a synthetic resin, but a thermoplastic resin can be preferably used from the viewpoint of moldability, and in particular, it is economical, flexible, adhesive and the like. Excellent vinyl resin-based vinyl chloride resin and vinyl acetate resin can be optimally used. Other resins such as olefin resin-based polyethylene resins and polypropylene resins, mixtures of these synthetic resins, copolymers of these synthetic resins with ethylene-vinyl acetate, elastomers, modified polyolefins, etc. These mixtures can also be suitably used, and most known rubbers can be used in combination, both natural and synthetic.

係止突起3は、図3(a)〜(b)に示すように、内面材2の一方の端面に2箇所形成されており、係止溝4は、該係止突起3に対応する位置で内面材2のもう一方の端面に2箇所形成されている。
また、係止溝4は、図3(c)〜(d)に示すように、だるま穴のように大径部41と小径部42を有し、大径部41に挿入された係止突起3を、内面材2を周方向にずらして小径部42に移動させることにより、係止突起3の頭部31を係止し、軸方向に隣接する内面材2同士を接合する。
この軸方向に隣接する内面材2同士の接合は、先に筒状に形成した内面材2に対し、次の内面材2を1枚ずつあてがって周方向に移動させながら行う。
この場合、周方向に接合する内面材2のうちの少なくとも1枚は、周方向に移動させることができないため、係止突起3を設けないようにする。図5に係止突起3を設けない内面材2Xの配置例を示す。
また、この軸方向に隣接する内面材2同士の接合は、図1(a)及び図5に示すように、先の内面材2に対し、次の内面材2を半ピッチずつ周方向にずれるように配設することが好ましい。
なお、内面材2の端面と側面には、シール性を向上させるために、互いに嵌合する小さな凸条8と凹溝9とが各々形成されている。
As shown in FIGS. 3A to 3B, the locking protrusion 3 is formed at two locations on one end face of the inner surface material 2, and the locking groove 4 is a position corresponding to the locking protrusion 3. Thus, two portions are formed on the other end face of the inner surface material 2.
3 (c) to 3 (d), the locking groove 4 has a large diameter portion 41 and a small diameter portion 42 like a dart hole, and the locking protrusion inserted into the large diameter portion 41. 3 is moved to the small diameter portion 42 by shifting the inner surface material 2 in the circumferential direction, thereby locking the head portion 31 of the locking projection 3 and joining the inner surface materials 2 adjacent to each other in the axial direction.
The joining of the inner surface materials 2 adjacent to each other in the axial direction is performed while the next inner surface material 2 is applied one by one to the inner surface material 2 formed in a cylindrical shape and moved in the circumferential direction.
In this case, since at least one of the inner surface materials 2 joined in the circumferential direction cannot be moved in the circumferential direction, the locking projection 3 is not provided. FIG. 5 shows an example of the arrangement of the inner surface material 2 </ b> X that does not have the locking protrusion 3.
Further, in joining the inner surface materials 2 adjacent to each other in the axial direction, the next inner surface material 2 is shifted in the circumferential direction by a half pitch with respect to the previous inner surface material 2, as shown in FIGS. It is preferable to arrange in such a manner.
In addition, on the end surface and the side surface of the inner surface material 2, small ridges 8 and grooves 9 that are fitted to each other are formed in order to improve the sealing performance.

また、図4に示すように、内面材2の両側面には、T字状のあり溝5が形成されており、周方向に隣接する内面材2同士は、両側にT字状のあり部61を備えた連結部材6により連結される。
連結部材6は、図3(f)〜(i)にも示すように、くさび状に緩いテーパを有し、このテーパと略平行な表面を有するあり溝5に挿入、固定されるようにするとともに、連結部材6の長さをあり溝の長さより短く形成することができる。
この場合、連結部材6とあり溝5の少なくとも一方に滑性を付与することにより、連結部材6があり溝5内で滑るようにし、内面材2同士の接合を容易にすることができる。
また、内面材2の接続部に水分硬化性のシーリング材を縦横に連続して充填することにより、管路内外への水の浸入を防止することができる。
ができる。
Moreover, as shown in FIG. 4, the groove | channel 5 with a T-shape is formed in the both sides | surfaces of the inner surface material 2, and the inner surface materials 2 adjacent in the circumferential direction are T-shaped present portions on both sides. They are connected by a connecting member 6 having 61.
As shown in FIGS. 3 (f) to 3 (i), the connecting member 6 has a wedge-like loose taper and is inserted into and fixed to the dovetail groove 5 having a surface substantially parallel to the taper. In addition, the length of the connecting member 6 can be formed shorter than the length of the groove.
In this case, by providing slipping property to at least one of the connecting member 6 and the dovetail groove 5, the connecting member 6 can be made to slide within the dovetail groove 5 and the joining of the inner surface materials 2 can be facilitated.
In addition, by filling the connecting portion of the inner surface material 2 with a moisture-curable sealing material continuously in the vertical and horizontal directions, it is possible to prevent water from entering and leaving the pipe.
Can do.

なお、連結部材6は、前記した内面材2と同様の合成樹脂類やゴム類で製造することができる。   The connecting member 6 can be made of the same synthetic resin or rubber as the inner surface material 2 described above.

また、シーリング材には、ウレタン系シーリング材等、一般的に知られている材質のものを適宜使用することができる。   Further, as the sealing material, a generally known material such as a urethane-based sealing material can be appropriately used.

また、あり溝5と連結部材6の接触部や、係止突起3と係止溝4の接触部に、ゴム製や合成樹脂製、さらに必要に応じて、水膨張性を有する材質からなる一般的に知られている材質のパッキン(図示省略)を配設することにより、管路内外への水の浸入を防止することができる。   Further, the contact portion between the dovetail groove 5 and the connecting member 6 and the contact portion between the locking projection 3 and the locking groove 4 are generally made of rubber or synthetic resin and, if necessary, a material having water expandability. By providing a packing (not shown) of a known material, water can be prevented from entering and exiting the pipe.

一方、図1に示すように、接合した内面材2と既設管路1の間には硬化性充填材7が注入されるが、この注入した硬化性充填材7により内面材2の接合がより確実になるとともに、既設管路1と内面材2とが一体になって管路1をより強固にすることができる。
なお、硬化性充填材7としては、例えば、セメント系や合成樹脂系のモルタル等の一般的に知られている材質のものを適宜使用することができる。
On the other hand, as shown in FIG. 1, a curable filler 7 is injected between the joined inner surface material 2 and the existing pipe line 1, and the injected curable filler 7 further joins the inner surface material 2. In addition to the reliability, the existing pipe line 1 and the inner surface material 2 can be integrated to further strengthen the pipe line 1.
As the curable filler 7, for example, a generally known material such as cement-based or synthetic resin-based mortar can be used as appropriate.

かくして、本実施例の既設管路の補修構造は、既設管路1の内面に、該既設管路1の軸方向及び周方向に分割した短冊状の内面材2を内張りする既設管路1の補修構造において、前記内面材2の一方の端面に大径の頭部31を備えた係止突起3を形成し、内面材2のもう一方の端面に、該係止突起3の頭部31を挿入しスライドさせることにより係止する係止溝4を形成するとともに、内面材2の両側面にあり溝5を形成し、周方向に隣接する内面材2同士を、両側にあり部61を備えた連結部材6により連結することにより、軸方向に隣接する内面材2同士を、前記係止突起3と係止溝4とにより、それぞれ接合することから、内面材2の組み立てと配設作業を非常に容易に行うことができ、また、接合した内面材2と既設管路1の間に硬化性充填材7を充填することから、内面材2の接合をより確実にするとともに既設管路1と内面材2を一体化し、長期に亘る使用に耐えるように管路1を強化することができる。   Thus, the repair structure of the existing pipe line according to the present embodiment is such that the inner surface of the existing pipe line 1 is lined with the strip-shaped inner surface material 2 divided in the axial direction and the circumferential direction of the existing pipe line 1. In the repair structure, a locking projection 3 having a large-diameter head portion 31 is formed on one end surface of the inner surface material 2, and the head portion 31 of the locking projection 3 is formed on the other end surface of the inner surface material 2. In addition to forming the locking grooves 4 to be locked by inserting and sliding, the grooves 5 are formed on both side surfaces of the inner surface material 2, and the inner surface materials 2 adjacent to each other in the circumferential direction are provided with the portions 61 on both sides. Since the inner surface members 2 that are adjacent in the axial direction are joined to each other by the locking projections 3 and the locking grooves 4 by being connected by the connecting members 6, the assembly and arrangement work of the inner surface material 2 is performed. It can be performed very easily, and it is hard between the joined inner surface material 2 and the existing pipe line 1 Since the filling material 7 is filled, the inner surface material 2 can be more reliably joined and the existing pipe line 1 and the inner surface material 2 can be integrated to strengthen the pipe line 1 so as to withstand long-term use. .

この場合、連結部材6を、くさび状に緩いテーパを有し、該テーパと略平行な表面を有するあり溝5に挿入、固定されるようにするとともに、連結部材6の長さをあり溝5の長さより短く形成することにより、内面材2同士の接合をより確実に行うことができる。   In this case, the connecting member 6 has a wedge-shaped loose taper and is inserted into and fixed to the dovetail groove 5 having a surface substantially parallel to the taper. By forming it shorter than the length of, it is possible to more reliably join the inner surface materials 2 to each other.

また、連結部材6とあり溝5の少なくとも一方に滑性を付与することにより、連結部材6があり溝5内で滑るようにし、内面材2同士の接合を容易にすることができる。   Further, by providing slipping property to at least one of the connecting member 6 and the dovetail groove 5, the connecting member 6 can be made to slide in the dovetail groove 5, and the joining of the inner surface materials 2 can be facilitated.

また、あり溝5と連結部材6の接触部及び/又は係止突起3と係止溝4の接触部に、パッキンを配設することにより、管路内外への水の浸入を防止することができる。   Further, by providing packing at the contact portion between the dovetail groove 5 and the connecting member 6 and / or the contact portion between the locking protrusion 3 and the locking groove 4, it is possible to prevent water from entering and leaving the pipe. it can.

さらに、内面材2の接続部に水分硬化性のシーリング材を縦横に連続して充填することにより、管路内外への水の浸入を防止することができる。   Further, by filling the connecting portion of the inner surface material 2 with a moisture-curable sealing material continuously in the vertical and horizontal directions, it is possible to prevent water from entering and leaving the pipe.

なお、既設管路の断面形状やその内径、長さは、特に限定するものではないが、直径が1000〜2000mmの既設管路が好適に選択できる。
この場合、内面材の大きさは、管内を流れる水量や補修の強度、組み立ての手間を考慮して、縦横が400〜1000mm、厚みが30〜50mmの範囲で好適に設定することができる。
また、連結部材及びあり溝と、係止突起及び係止溝の形状や大きさも、互いに係止し合えば特に限定されず、補修した既設管路の内面が平坦な曲面や平面を形成するようにこれら各部材を設計すればよい。
In addition, although the cross-sectional shape of an existing pipe line, its internal diameter, and length are not specifically limited, the existing pipe line whose diameter is 1000-2000 mm can be selected suitably.
In this case, the size of the inner surface material can be suitably set in the range of 400 to 1000 mm in length and width and 30 to 50 mm in thickness in consideration of the amount of water flowing in the pipe, the strength of repair, and the labor of assembly.
Further, the shape and size of the connecting member and the dovetail groove, the locking projection and the locking groove are not particularly limited as long as they are locked together, and the inner surface of the repaired existing pipe line forms a flat curved surface or plane. Each of these members may be designed.

以上、本発明の既設管路の補修構造について、その実施例に基づいて説明したが、本発明は上記実施例に記載した構成に限定されるものではなく、その趣旨を逸脱しない範囲において適宜その構成を変更することができる。   As mentioned above, although the repair structure of the existing pipe line of this invention was demonstrated based on the Example, this invention is not limited to the structure described in the said Example, In the range which does not deviate from the meaning, that The configuration can be changed.

本発明の既設管路の補修構造は、作業性や経済性、耐久性、耐水性、強度性等おいて優れることから、下水道等の管渠に適し、また、マンホール等の縦穴にも好適に適用することができる。   The existing pipeline repair structure of the present invention is excellent in workability, economy, durability, water resistance, strength, etc., so it is suitable for pipes such as sewers, and also suitable for vertical holes such as manholes. Can be applied.

本発明の既設管路の補修構造の一実施例を示し、(a)は展開図、(b)は軸直角方向の断面図である。One Example of the repair structure of the existing pipe line of this invention is shown, (a) is an expanded view, (b) is sectional drawing of an axis perpendicular direction. 同実施例で使用する内面材の一例を示し、(a)は正面図、(b)は (a)の A−A線断面図、(c)は底面図、(d)は左側面図、(e)は(a)のB−B線断面図、(f)は右側面図である。An example of the inner surface material used in the embodiment is shown, (a) is a front view, (b) is a sectional view taken along line AA of (a), (c) is a bottom view, (d) is a left side view, (E) is the BB sectional drawing of (a), (f) is a right view. 同内面材と連結部材を示し、(a)は内面材の係止突起を示す拡大正面図、(b)は(a)のA−A線断面図、(c)は内面材の係止溝を示す拡大正面図、(d)は(b)のA−A線断面図、(e)は係止突起と係止溝の係止状態を示す断面図、(f)は連結部材の一部省略正面図、(g)は同一部省略底面図、(h)は同左側面図、(i)は右側面図である。The inner surface material and the connecting member are shown, (a) is an enlarged front view showing a locking projection of the inner surface material, (b) is a sectional view taken along the line AA of (a), and (c) is a locking groove of the inner surface material. (D) is a sectional view taken along line AA of (b), (e) is a sectional view showing a locking state of the locking protrusion and the locking groove, and (f) is a part of the connecting member. Omitted front view, (g) is the same part omitted bottom view, (h) is the left side view, (i) is the right side view. 連結部材とあり溝による内面材の接合状態を示し、(a)は一部を省略した断面平面図、(b)は(a)のA−A線断面図である。The joining state of the inner surface material by a connection member and a dovetail groove | channel is shown, (a) is the cross-sectional top view which abbreviate | omitted one part, (b) is the sectional view on the AA line of (a). 係止突起を設けない内面材の配置例を示す展開説明図である。It is expansion | deployment explanatory drawing which shows the example of arrangement | positioning of the inner surface material which does not provide a latching protrusion.

符号の説明Explanation of symbols

1 既設管路
2 内面材
2X 係止突起を設けない内面材
21 リブ
3 係止突起
31 頭部
4 係止溝
41 大径部
42 小径部
5 あり溝
6 連結部材
61 あり部
7 硬化性充填材
8 凸条
9 凹溝
DESCRIPTION OF SYMBOLS 1 Existing pipe line 2 Inner surface material 2X Inner surface material which does not provide a locking protrusion 21 Rib 3 Locking protrusion 31 Head 4 Locking groove 41 Large diameter part 42 Small diameter part 5 Groove 6 Linking member 61 Present part 7 Curable filler 8 ridge 9 groove

Claims (5)

既設管路の内面に、該既設管路の軸方向及び周方向に分割した短冊状の内面材を内張りする既設管路の補修構造において、前記内面材の一方の端面に大径の頭部を備えた係止突起を形成し、内面材のもう一方の端面に、該係止突起の頭部を挿入しスライドさせることにより係止する係止溝を形成するとともに、内面材の両側面にあり溝を形成し、周方向に隣接する内面材同士を、両側にあり部を備えた連結部材により連結することにより、軸方向に隣接する内面材同士を、前記係止突起と係止溝とにより、それぞれ接合し、該接合した内面材と既設管路の間に硬化性充填材を充填したことを特徴とする既設管路の補修構造。   In the repair structure of an existing pipeline in which a strip-shaped inner surface material divided in the axial direction and circumferential direction of the existing pipeline is lined on the inner surface of the existing pipeline, a large-diameter head is provided on one end face of the inner surface material. A locking groove is formed on the other end surface of the inner surface material, and a locking groove for locking by inserting and sliding the head of the locking projection is formed on both side surfaces of the inner surface material. A groove is formed, and inner surface materials adjacent in the circumferential direction are connected to each other by a connecting member having a portion on both sides, whereby inner surface materials adjacent in the axial direction are connected by the locking protrusion and the locking groove. A repairing structure for an existing pipeline, characterized in that each is joined and a curable filler is filled between the joined inner surface material and the existing pipeline. 連結部材は、くさび状に緩いテーパを有し、該テーパと略平行な表面を有するあり溝に挿入、固定されるようにするとともに、連結部材の長さをあり溝の長さより短く形成したことを特徴とする請求項1記載の既設管路の補修構造。   The connecting member has a wedge-shaped taper and is inserted into and fixed to a dovetail groove having a surface substantially parallel to the taper, and the length of the connecting member is shorter than the dovetail groove length. The repair structure for an existing pipe line according to claim 1. 連結部材とあり溝の少なくとも一方に滑性を付与したことを特徴とする請求項1又は2記載の既設管路の補修構造。   The repair structure for an existing pipe line according to claim 1 or 2, wherein at least one of the connecting member and the dovetail groove is provided with lubricity. あり溝と連結部材の接触部及び/又は係止突起と係止溝の接触部に、パッキンを配設したことを特徴とする請求項1、2又は3記載の既設管路の補修構造。   4. A repair structure for an existing pipe line according to claim 1, wherein packing is provided at a contact portion between the dovetail groove and the connecting member and / or a contact portion between the locking projection and the locking groove. 内面材の接続部に水分硬化性のシーリング材を縦横に連続して充填したことを特徴とする請求項1、2、3又は4記載の既設管路の補修構造。   The repair structure for an existing pipe line according to claim 1, 2, 3, or 4, wherein the connecting portion of the inner surface material is continuously and vertically filled with a moisture-curable sealing material.
JP2005023161A 2005-01-31 2005-01-31 Existing pipeline repairing structure Pending JP2006207754A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014034860A (en) * 2012-08-10 2014-02-24 Yoshika Engineering Kk Repair structure of conduit line, and repair method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0450592A (en) * 1990-06-19 1992-02-19 Tsutsunaka Plast Ind Co Ltd Inner surface lining structure material of culvert
JPH0681593A (en) * 1992-09-02 1994-03-22 Fujita Corp Segment joint
JPH11125096A (en) * 1997-10-24 1999-05-11 Kajima Corp Tunnel liner and assembling method thereof
JP2002364775A (en) * 2001-06-05 2002-12-18 Ryo Akashi Correction application method for tunnel
JP2003113992A (en) * 2001-10-03 2003-04-18 Sekisui Chem Co Ltd Positioning method for pipeline reclaiming sheet

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0450592A (en) * 1990-06-19 1992-02-19 Tsutsunaka Plast Ind Co Ltd Inner surface lining structure material of culvert
JPH0681593A (en) * 1992-09-02 1994-03-22 Fujita Corp Segment joint
JPH11125096A (en) * 1997-10-24 1999-05-11 Kajima Corp Tunnel liner and assembling method thereof
JP2002364775A (en) * 2001-06-05 2002-12-18 Ryo Akashi Correction application method for tunnel
JP2003113992A (en) * 2001-10-03 2003-04-18 Sekisui Chem Co Ltd Positioning method for pipeline reclaiming sheet

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014034860A (en) * 2012-08-10 2014-02-24 Yoshika Engineering Kk Repair structure of conduit line, and repair method

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