JP4541946B2 - Repair structure of existing pipeline - Google Patents

Repair structure of existing pipeline Download PDF

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JP4541946B2
JP4541946B2 JP2005090428A JP2005090428A JP4541946B2 JP 4541946 B2 JP4541946 B2 JP 4541946B2 JP 2005090428 A JP2005090428 A JP 2005090428A JP 2005090428 A JP2005090428 A JP 2005090428A JP 4541946 B2 JP4541946 B2 JP 4541946B2
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surface material
circumferential direction
pipe line
existing pipe
repair structure
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JP2006274535A (en
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進 早川
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Takiron Co Ltd
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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組み立てのため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を提供することを目的とする。   In view of the problems of the above-described conventional existing pipe repair structure, the present invention eliminates the labor for assembling without using a reinforcing material and facilitates the assembly and disposition of the inner surface material. The purpose is to provide a repair structure for existing pipelines.

上記目的を達成するため、本第1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、前記内面材を熱可塑性樹脂製とし、該内面材の外周側の周方向に補強リブを備え、該補強リブに複数の短尺のボルト軸を貫設させてナットにより固定するようにし、かつ、軸方向にボルト挿通孔を形成し、軸方向に隣接する内面材同士を、頭部に雌ねじを設けたナット付ボルトで接合するとともに、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 object, the existing pipe repair structure according to the first aspect of the present invention is an existing pipe in which a strip-like inner surface material divided in the axial direction and circumferential direction of the existing pipe is lined on the inner surface of the existing pipe. In the road repair structure, the inner surface material is made of a thermoplastic resin , a reinforcing rib is provided in a circumferential direction on the outer peripheral side of the inner surface material, and a plurality of short bolt shafts are penetrated through the reinforcing rib and fixed by nuts. and manner, and a bolt insertion hole formed in the axial direction, the inner surface material adjacent to each other in the axial direction, as well as joining a nut bolt provided with a female screw on the head, forming a groove located on both sides of the inner surface material The inner surface materials adjacent to each other in the circumferential direction are joined to each other by connecting members having portions on both sides, and a curable filler is filled between the joined 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.

また、同じ目的を達成するため、本第2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、前記内面材を熱可塑性樹脂製とし、該内面材の外周側の周方向に補強リブを備え、該補強リブに複数の短尺のボルト軸を貫設させてナットにより固定するようにし、かつ、軸方向にボルト挿通孔を形成し、軸方向に隣接する内面材同士を、頭部に雌ねじを設けたナット付ボルトで接合するとともに、内面材の一方の側面にあり溝を、他の側面にあり部を形成し、周方向に隣接する内面材同士を該あり溝とあり部により接合し、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 same object, the repair structure for an existing pipe line of the second invention is lined with an inner surface of a strip-like inner surface material divided in the axial direction and the circumferential direction of the existing pipe line. In the repair structure of an existing pipeline , the inner surface material is made of a thermoplastic resin , a reinforcing rib is provided in a circumferential direction on the outer peripheral side of the inner surface material, and a plurality of short bolt shafts are penetrated through the reinforcing rib to form a nut. so as to fix, and a bolt insertion hole formed in the axial direction, the inner surface material adjacent to each other in the axial direction, as well as joining a nut bolt provided with a female screw on the head, located on one side of the inner surface material A groove is formed on the other side surface, a portion is formed on the other side surface, and inner surfaces adjacent to each other in the circumferential direction are joined to each other by the groove and the portion, and a curable filler is filled between the joined inner surface material and the existing pipe line. It is characterized by that.
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、周方向に接続した内面材を、頭部に雌ねじを設けた複数のナット付ボルトにより外周側で環状に緊縛することができる。   In this case, the inner surface member connected in the circumferential direction can be annularly bound on the outer peripheral side by a plurality of bolts with nuts provided with internal threads on the head.

また、内面材の端面及び側面に、水分膨張性の樹脂製止水材又はゴム製パッキンを配設することができる。   Further, a water-expandable resin water-stopping material or rubber packing can be disposed on the end face and side face of the inner face material.

また、内面材の外周側に、軸方向及び/又は周方向に補強リブを設けることができる。   Further, reinforcing ribs can be provided on the outer peripheral side of the inner surface material in the axial direction and / or the circumferential direction.

また、ボルト挿通孔のナット受け座にテーパを設けることができる。   Moreover, a taper can be provided in the nut receiving seat of the bolt insertion hole.

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。   Also, the moisture curable sealing material can be continuously filled in the connecting portion of the inner surface material vertically and horizontally.

本第1発明の既設管路の補修構造によれば熱可塑性樹脂製の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。
また、補強リブに固定したボルト軸は、硬化性充填材に対しアンカー効果を発揮し、熱可塑性樹脂製の内面材と硬化性充填材をより強く一体化することができる。
According to the repair structure of the existing pipe line of the first aspect of the invention, it is possible to very easily assemble and arrange the inner surface material made of thermoplastic resin , and between the joined inner face material and the existing pipe line. Since the curable filler is filled in, the joining of the inner surface material can be made more secure, the existing pipe line and the inner surface material can be integrated, and the pipe line can be strengthened to withstand long-term use.
In addition, the bolt shaft fixed to the reinforcing rib exhibits an anchor effect on the curable filler, and the inner surface material made of thermoplastic resin and the curable filler can be more strongly integrated.

また、本第2発明の既設管路の補修構造によれば、熱可塑性樹脂製の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。
また、補強リブに固定したボルト軸は、硬化性充填材に対しアンカー効果を発揮し、熱可塑性樹脂製の内面材と硬化性充填材をより強く一体化することができる。
Moreover, according to the repair structure of the existing pipe line of the second aspect of the invention, the inner surface material made of thermoplastic resin can be assembled and disposed very easily, and the joined inner face material and the existing pipe line can be assembled. Since the curable filler is filled in between, the joining of the inner surface material can be made more secure, and the existing pipe line and the inner surface material can be integrated, and the pipe line can be reinforced to withstand long-term use.
In addition, the bolt shaft fixed to the reinforcing rib exhibits an anchor effect on the curable filler, and the inner surface material made of thermoplastic resin and the curable filler can be more strongly integrated.

この場合、周方向に接続した内面材を、頭部に雌ねじを設けた複数のナット付ボルトにより外周側で環状に緊縛することにより、内面材を周方向により強固に接続することができる。   In this case, the inner surface material can be firmly connected in the circumferential direction by binding the inner surface material connected in the circumferential direction in an annular shape on the outer peripheral side with a plurality of bolts with nuts provided with internal threads on the head.

また、内面材の端面及び側面に、水分膨張性の樹脂製止水材又はゴム製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 a water-expandable resin water-stopping material or rubber packing on the end face and side face of the inner face material, it is possible to prevent water from entering and leaving the pipe line.

また、内面材の外周側に、軸方向及び/又は周方向に補強リブを設けることにより、内面材の軸方向又は周方向の剛性を高めることができる。   Further, by providing reinforcing ribs in the axial direction and / or circumferential direction on the outer peripheral side of the inner surface material, the rigidity in the axial direction or circumferential direction of the inner surface material can be increased.

また、ボルト挿通孔のナット受け座にテーパを設けることにより、ナット付ボルトの回り止めを図ることができる。   Further, by providing a taper on the nut receiving seat of the bolt insertion hole, it is possible to prevent the bolt with nut from rotating.

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5に、本発明の既設管路の補修構造の一実施例を示す。
この既設管路の補修構造は、図1に示すように、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、図2〜図4に示すように、内面材2の外周側にボルト挿通孔3を形成し、軸方向に隣接する内面材2同士を、頭部41に雌ねじ42を設けたナット付ボルト4で接合するとともに、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 5 show an embodiment of a repair structure for an existing pipeline according to the present invention.
As shown in FIG. 1, the repair structure of the existing pipe line is formed on, for example, the inner surface of the existing pipe line 1 (repair pipe) having an inner diameter of 1200 mm that requires repair in the axial direction and the circumferential direction of the existing pipe line 1. The divided strip-shaped inner surface material 2 is lined.
The repair structure of the existing pipe line is formed with bolt insertion holes 3 on the outer peripheral side of the inner surface material 2 as shown in FIGS. A connecting member that is joined with a bolt 4 with a nut provided with a female screw 42 and has grooves 5 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 portions 61 on both sides. 6, a curable filler 7 is filled between the joined inner surface material 2 and the existing pipe line 1.

この場合、周方向に隣接する内面材2同士の接合は、図4(b)に示すように、内面材2の一方の側面にあり溝5を、他の側面にあり部61を形成し、該あり溝5とあり部61を直接嵌合させることもでき、これにより、内面材2同士の接合力をより強固にすることができる。   In this case, as shown in FIG. 4 (b), the joining of the inner surface materials 2 adjacent in the circumferential direction forms a groove 5 on one side surface of the inner surface material 2, and a portion 61 on the other side surface. The dovetail groove 5 and the dovetail part 61 can be directly fitted to each other, whereby the bonding force between the inner surface materials 2 can be further strengthened.

既設管路1は、その断面形状や内径長さは特に限定されないが、その径1000〜2000mmの被補修管が好適に選択できる。
この場合、内面材2の大きさは、まず、マンホールを通しての被補修管への引き込みが可能なこと、次いで、管内を流れる水量や管渠補修構造の強度や組み立ての手間を前もって考慮して、最適な形状や大きさを設計しておくこと、そして、これらがそれぞれ互いに確実に係合し、かつ内面が平滑な曲面や平面を形成するようにすることが最も重要となる。
The existing pipe line 1 is not particularly limited in cross-sectional shape or inner diameter length, but a repaired pipe having a diameter of 1000 to 2000 mm can be suitably selected.
In this case, the size of the inner surface material 2 can be drawn into the pipe to be repaired through the manhole first, then the amount of water flowing in the pipe, the strength of the pipe rod repair structure, and the labor of assembly are considered in advance. It is most important to design an optimal shape and size, and to form a curved surface or a flat surface in which these are securely engaged with each other and the inner surface is smooth.

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、周方向に補強リブ21を備えている。
この補強リブ21には、複数の短尺のボルト軸8が貫設されており、該ボルト軸8は1対のナット81により補強リブ21に固定されている。
このボルト軸8は、硬化性充填材7に対しアンカー効果を発揮し、内面材2と硬化性充填材7がより強く一体化することになる。
As shown in FIG. 2, the inner surface material 2 has a circular arc shape along the inner surface of the existing pipe line 1 and includes reinforcing ribs 21 in the circumferential direction.
A plurality of short bolt shafts 8 are provided through the reinforcing rib 21, and the bolt shaft 8 is fixed to the reinforcing rib 21 by a pair of nuts 81.
The bolt shaft 8 exhibits an anchor effect with respect to the curable filler 7, and the inner surface material 2 and the curable filler 7 are more strongly integrated.

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5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。
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と凹溝とが各々形成されており、これら凸条と凹溝には、水分膨張性の樹脂製止水材又はゴム製パッキンを介設することもできる。
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 five 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.
In addition, in order to improve the sealing performance, small protrusions and grooves that are fitted to each other are formed on the end surface and the side surface of the inner surface material 2, respectively. It is also possible to interpose a resin water-stopping material or rubber packing.

ボルト挿通孔3は、図2〜図3に示すように、複数本が内面材の軸方向にスリーブ状に連続して形成されており、これらのボルト挿通孔3は軸方向の補強リブを兼ねている。
また、ボルト挿通孔3は、内面材2の両端にナットを収容するナット室31を有し、該ナット室31は、ナット付ボルト4の頭部41に付されたテーパと一致するように、ナット受け座32にテーパを設け、これにより、ナット付ボルト4の回り止めを図っている。
As shown in FIGS. 2 to 3, a plurality of bolt insertion holes 3 are formed continuously in a sleeve shape in the axial direction of the inner surface material, and these bolt insertion holes 3 also serve as axial reinforcing ribs. ing.
Further, the bolt insertion hole 3 has nut chambers 31 for accommodating nuts at both ends of the inner surface material 2, and the nut chamber 31 matches the taper attached to the head portion 41 of the bolt 4 with nut. The nut receiving seat 32 is provided with a taper, thereby preventing the nut-attached bolt 4 from rotating.

ナット付ボルト4は、図3に示すように、先端に雄ねじ43が形成された軸部44と、該軸部44の基端に設けられた頭部41とを有し、頭部41には、他のナット付ボルト4が螺合する雌ねじ42が軸方向に形成されている。
このナット付ボルト4は、金属製や合成樹脂製のものを使用できるが、強度性や経済性等の観点から、鉄鋼製のものが好適である。また、その軸部44は、図3(d)に示すように鋼棒により構成したり、図3(f)に示すように、先端部を除いて可撓性を有するワイヤにより構成することができる。
As shown in FIG. 3, the nut-attached bolt 4 includes a shaft portion 44 having a male screw 43 formed at the tip thereof, and a head portion 41 provided at the base end of the shaft portion 44. The female screw 42 into which the other nut-equipped bolt 4 is screwed is formed in the axial direction.
The nut-equipped bolt 4 can be made of metal or synthetic resin, but is preferably made of steel from the viewpoint of strength and economy. Further, the shaft portion 44 may be constituted by a steel rod as shown in FIG. 3 (d), or may be constituted by a flexible wire excluding the tip portion as shown in FIG. 3 (f). it can.

また、図4に示すように、内面材2の両側面には、鳩尾状のあり溝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、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5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。
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、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 shown in FIG. 4, dovetail-shaped 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 connected to each other with portions 61. The members 6 are connected.
The connecting member 6 has a wedge-shaped loose taper and has a surface substantially parallel to the taper so that the connecting member 6 is inserted into and fixed to the groove 5, and the length of the connecting member 6 is longer than the length of the groove 5. It can be formed short.
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.
The connecting member 6 can be made of the same synthetic resin or rubber as the inner surface material 2 described above, and the sealing material is made of a generally known material such as a urethane-based sealing material. A thing can be used suitably.

また、図3〜図4に示すように、内面材2の軸方向や周方向の接続部に、ゴム製や合成樹脂製、さらに必要に応じて、水膨張性を有する一般的に知られている材質のパッキン9を配設することができ、これにより、管路内外への水の浸入を防止することができる。   Moreover, as shown in FIGS. 3-4, it is generally known in the axial direction and the circumferential direction connection part of the inner surface material 2 that it is made of rubber or synthetic resin, and further has water expandability as required. It is possible to dispose the packing 9 made of the same material, thereby preventing water from entering and leaving the pipe.

また、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、モルタルやプラコン等、一般的に広く知られている材質のものがそれぞれ適宜に使用できることになる。
In addition, 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 inner surface material 2 is more joined by the injected curable filler 7. 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.
In addition, as the curable filler 7, for example, a material that is generally widely known, such as mortar and placon, can be used as appropriate.

一方、図5に示すように、周方向に接続した内面材2を、頭部41に雌ねじ42を設けた複数のナット付ボルト4により外周側で環状に緊縛することができる。
この場合、ナット付ボルト4は、内面に軸方向に形成した複数の補強リブ22を貫通するように配設されている。
ナット付ボルト4は、先端に雄ねじ43が形成された軸部44と、該軸部44の基端に設けられた頭部41とを有し、頭部41には、他のナット付ボルト4が螺合する雌ねじ42が軸方向に形成されるとともに、先端部を除く軸部44が可撓性を有するワイヤにより構成されている。
On the other hand, as shown in FIG. 5, the inner surface member 2 connected in the circumferential direction can be annularly bound on the outer peripheral side by a plurality of bolts 4 with nuts provided with a female screw 42 on the head 41.
In this case, the nut-equipped bolt 4 is disposed so as to penetrate a plurality of reinforcing ribs 22 formed on the inner surface in the axial direction.
The bolt 4 with a nut has a shaft portion 44 having a male screw 43 formed at the tip thereof, and a head portion 41 provided at the base end of the shaft portion 44. Is formed in the axial direction, and the shaft portion 44 excluding the tip portion is made of a flexible wire.

かくして、本実施例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2を内張りする既設管路の補修構造において、前記内面材2の外周側にボルト挿通孔3を形成し、軸方向に隣接する内面材2同士を、頭部41に雌ねじ42を設けたナット付ボルト4で接合するとともに、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を強化することができる。   Thus, the existing pipe line repair structure of the present embodiment is an existing pipe line repair structure in which a strip-shaped inner surface material 2 divided in the axial direction and the circumferential direction of the existing pipe line is lined on the inner surface of the existing pipe line. A bolt insertion hole 3 is formed on the outer peripheral side of the inner surface material 2, and the inner surface materials 2 adjacent to each other in the axial direction are joined with a bolt 4 with a nut provided with a female screw 42 on the head 41. Since the groove 5 is formed on both side surfaces and the inner surface materials 2 adjacent to each other in the circumferential direction are joined to each other by the connecting member 6 provided with the portions 61 on both sides, the assembly and arrangement work of the inner surface material 2 is very Further, since the curable filler 7 is filled between the joined inner surface material 2 and the existing pipe line, the inner surface material 2 is more reliably joined and the existing pipe line and the inner surface material 2 are bonded. And strengthen the pipeline to withstand long-term use It can be.

また、周方向に隣接する内面材2同士の接合を、図4(b)に示すように、内面材2の一方の側面にあり溝5を、他の側面にあり部61を形成し、該あり溝5とあり部61を直接嵌合させることにより、内面材2同士の接合力をより強固にすることができる。   Further, as shown in FIG. 4B, the joining of the inner surface materials 2 adjacent to each other in the circumferential direction is formed on one side surface of the inner surface material 2 with a groove 5 and on the other side surface with a portion 61. By directly fitting the dovetail groove 5 and the dovetail part 61, the joining force between the inner surface materials 2 can be further strengthened.

この場合、周方向に接続した内面材2を、頭部41に雌ねじ42を設けた複数のナット付ボルト4により外周側で環状に緊縛することにより、内面材2を周方向により強固に接続することができる。
また、内面材の端面及び側面に、水分膨張性の樹脂製止水材又はゴム製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。
また、内面材2の外周側に、軸方向及び/又は周方向に補強リブ21、22を設けることにより、内面材2の軸方向又は周方向の剛性を高めることができる。
また、ボルト挿通孔3のナット受け座32にテーパを設けることにより、ナット付ボルト4の回り止めを図ることができる。
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。
In this case, the inner surface material 2 connected in the circumferential direction is tightly connected in the circumferential direction by tightly binding the inner surface material 2 in the circumferential direction with a plurality of bolts 4 with nuts 42 provided on the head 41 on the outer peripheral side. be able to.
Further, by providing a water-expandable resin water-stopping material or rubber packing on the end face and side face of the inner face material, it is possible to prevent water from entering and leaving the pipe line.
Further, by providing the reinforcing ribs 21 and 22 in the axial direction and / or the circumferential direction on the outer peripheral side of the inner surface material 2, the rigidity in the axial direction or the circumferential direction of the inner surface material 2 can be increased.
Further, by providing the nut receiving seat 32 of the bolt insertion hole 3 with a taper, it is possible to prevent the nut-equipped bolt 4 from rotating.
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.

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)は軸直角方向の断面図、(b)は接合した内面材の平面図である。One Example of the repair structure of the existing pipeline of this invention is shown, (a) is sectional drawing of an axial orthogonal direction, (b) is a top view of the joined inner surface material. 同実施例で使用する内面材の一例を示し、(a)は平面図、(b)は断面正面図、(c)は正面図、(d)は断面右側面図、(e)は(d)の要部拡大図、(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 plan view, (b) is a sectional front view, (c) is a front view, (d) is a sectional right side view, and (e) is (d) (F) is a right side view. (a)はボルト挿通孔とナット付ボルトを示す断面図、(b)はボルト挿通の正面図、(c)はボルト挿通孔の近傍に補強リブを設けた例を示す正面図、(d)はナット付ボルトの正面図、(e)は頭部ナットの断面図、(f)は軸部がワイヤにより形成されたナット付ボルトの正面図である。(A) is a sectional view showing a bolt insertion hole and a bolt with a nut, (b) is a front view of the bolt insertion, (c) is a front view showing an example in which a reinforcing rib is provided in the vicinity of the bolt insertion hole, (d) Is a front view of a bolt with a nut, (e) is a sectional view of a head nut, and (f) is a front view of a bolt with a nut having a shaft portion formed of a wire. (a)は連結部材とあり溝による内面材の接合状態を示す断面図、(b)はあり部を一体に形成した内面材の接合状態を示す断面図、(c)は連結部材の3面図である。(A) is sectional drawing which shows the joining state of the inner surface material by a connecting member and a dovetail groove, (b) is sectional drawing which shows the joining state of the inner surface material which integrally formed the dough part, (c) is three surfaces of a connecting member FIG. ナット付ボルトによる内面材の緊縛を示す要部の断面図である。It is sectional drawing of the principal part which shows the binding of the inner surface material with a volt | bolt with a nut.

1 既設管路
2 内面材
21 補強リブ
22 補強リブ
3 ボルト挿通孔
31 ナット室
32 ナット受け座
4 ナット付ボルト
41 頭部
42 雌ねじ
43 雄ねじ
44 軸部
5 あり溝
6 連結部材
61 あり部
7 硬化性充填材
8 ボルト軸
81 ナット
9 パッキン
DESCRIPTION OF SYMBOLS 1 Existing pipe line 2 Inner surface material 21 Reinforcement rib 22 Reinforcement rib 3 Bolt insertion hole 31 Nut chamber 32 Nut receiving seat 4 Bolt with nut 41 Head 42 Female screw 43 Male screw 44 Shaft portion 5 Groove 6 Connecting member 61 Portion 7 Hardness Filler 8 Bolt shaft 81 Nut 9 Packing

Claims (7)

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、前記内面材を熱可塑性樹脂製とし、該内面材の外周側の周方向に補強リブを備え、該補強リブに複数の短尺のボルト軸を貫設させてナットにより固定するようにし、かつ、軸方向にボルト挿通孔を形成し、軸方向に隣接する内面材同士を、頭部に雌ねじを設けたナット付ボルトで接合するとともに、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 , the inner surface material is made of a thermoplastic resin, Reinforcing ribs are provided in the circumferential direction on the outer peripheral side , a plurality of short bolt shafts are penetrated through the reinforcing ribs and fixed with nuts, and bolt insertion holes are formed in the axial direction, adjacent to the axial direction. Joining the inner surface materials with bolts with nuts with internal threads on the head, forming grooves on both side surfaces of the inner surface material, and connecting inner surface materials adjacent in the circumferential direction with portions on both sides A repairing structure for an existing pipe, which is joined by a member and filled with a curable filler between the joined inner surface material and the existing pipe. 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、前記内面材を熱可塑性樹脂製とし、該内面材の外周側の周方向に補強リブを備え、該補強リブに複数の短尺のボルト軸を貫設させてナットにより固定するようにし、かつ、軸方向にボルト挿通孔を形成し、軸方向に隣接する内面材同士を、頭部に雌ねじを設けたナット付ボルトで接合するとともに、内面材の一方の側面にあり溝を、他の側面にあり部を形成し、周方向に隣接する内面材同士を該あり溝とあり部により接合し、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 , the inner surface material is made of a thermoplastic resin, Reinforcing ribs are provided in the circumferential direction on the outer peripheral side , a plurality of short bolt shafts are penetrated through the reinforcing ribs and fixed with nuts, and bolt insertion holes are formed in the axial direction, adjacent to the axial direction. While joining the inner surface materials with bolts with nuts provided with internal threads on the head, forming grooves on one side surface of the inner surface material, forming a portion on the other side surface, and adjacent inner surface materials in the circumferential direction A repair structure for an existing pipe line, which is joined by the dovetail groove and the part, and a curable filler is filled between the joined inner surface material and the existing pipe line. 周方向に接続した内面材を、頭部に雌ねじを設けた複数のナット付ボルトにより外周側で環状に緊縛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 the inner surface material connected in the circumferential direction is annularly bound on the outer peripheral side by a plurality of bolts with nuts provided with female threads at the head. 内面材の端面及び側面に、水分膨張性の樹脂製止水材又はゴム製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. The repair structure for an existing pipe line according to claim 1, 2, or 3, wherein a water-expandable resin water-stopping material or rubber packing is disposed on the end face and side face of the inner face material. 内面材の外周側に、軸方向及び/又は周方向に補強リブを設け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 reinforcing ribs are provided in an axial direction and / or a circumferential direction on an outer peripheral side of the inner surface material. ボルト挿通孔のナット受け座にテーパを設けたことを特徴とする請求項1、2、3、4又は5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, 4, or 5, wherein a taper is provided on a nut receiving seat of the bolt insertion hole. 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、4、5又は6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, 4, 5 or 6, wherein the connecting portion of the inner surface material is continuously and vertically filled with a moisture-curable sealing material.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63108431U (en) * 1986-12-29 1988-07-13
JPS6431181U (en) * 1987-08-17 1989-02-27
JPH0450592A (en) * 1990-06-19 1992-02-19 Tsutsunaka Plast Ind Co Ltd Inner surface lining structure material of culvert
JPH05133195A (en) * 1991-11-08 1993-05-28 Nkk Corp Segment and bolt for connection thereof
JP2001207798A (en) * 2000-01-24 2001-08-03 Masanori Saito Reinforcing wall structure of tunnel inner wall and reinforcing segment used for it

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63108431U (en) * 1986-12-29 1988-07-13
JPS6431181U (en) * 1987-08-17 1989-02-27
JPH0450592A (en) * 1990-06-19 1992-02-19 Tsutsunaka Plast Ind Co Ltd Inner surface lining structure material of culvert
JPH05133195A (en) * 1991-11-08 1993-05-28 Nkk Corp Segment and bolt for connection thereof
JP2001207798A (en) * 2000-01-24 2001-08-03 Masanori Saito Reinforcing wall structure of tunnel inner wall and reinforcing segment used for it

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