JP4247443B2 - Repair member for existing buried pipe, and repair method for existing buried pipe using the same - Google Patents

Repair member for existing buried pipe, and repair method for existing buried pipe using the same Download PDF

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JP4247443B2
JP4247443B2 JP2006139151A JP2006139151A JP4247443B2 JP 4247443 B2 JP4247443 B2 JP 4247443B2 JP 2006139151 A JP2006139151 A JP 2006139151A JP 2006139151 A JP2006139151 A JP 2006139151A JP 4247443 B2 JP4247443 B2 JP 4247443B2
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plate body
plate
buried pipe
repair
repair member
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JP2007309423A (en
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正明 大日向
徳生 小佐田
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West Japan Railway Co
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West Japan Railway Co
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Description

本発明は、ヒューム管や陶管等の既設埋設管の破損を補修するための補修部材、及びそれを用いた既設埋設管の補修方法に関する。   The present invention relates to a repair member for repairing breakage of an existing buried pipe such as a fume pipe or a ceramic pipe, and a repair method for an existing buried pipe using the repair member.

従来より、ヒューム管や陶管等の既設埋設管の補修方法として、熱可塑性樹脂材料によって形成されたライニング材を既設埋設管内に挿入して、埋設管の内面にライニングを施す工法が種々提案されている(特許文献1,2)。例えば、特許文献1のライニング工法では、ライニング材である塩化ビニル樹脂等の熱可塑性樹脂製パイプを既設埋設管内に挿入した後、このパイプを加熱して軟化させるとともに内面より加圧して半径方向に膨張させ、硬化させることにより、埋設管内面のライニングを行っている。
特開平5−8297号公報 特許第3702390号公報
Conventionally, various methods of repairing existing buried pipes such as fume pipes and ceramic pipes have been proposed in which a lining material formed of a thermoplastic resin material is inserted into the existing buried pipe and the inner surface of the buried pipe is lined. (Patent Documents 1 and 2). For example, in the lining method of Patent Document 1, after inserting a thermoplastic resin pipe such as vinyl chloride resin, which is a lining material, into an existing buried pipe, the pipe is heated and softened and pressurized from the inner surface in the radial direction. The inner surface of the buried pipe is lined by expanding and hardening.
JP-A-5-8297 Japanese Patent No. 3702390

ところで、既設埋設管は、地盤の沈下や地震等の衝撃によって破損し、管の一部が陥没していることがある。この場合、ライニング材を既設埋設管内に挿入する際に、ライニング材がこの陥没した部分に引っ掛かり、埋設管内に挿入することが困難であった。また、たとえ挿入することができたとしても、上記特許文献1のように軟化した樹脂製パイプを加圧膨張させる場合には、この陥没部分にパイプが接触して破れ或いは延び、この陥没部分を押し戻すことができないという問題があった。そこで、上記のような場合には、ライニングを行う前に、破損した埋設管を掘り起こして補修する又は取り替える必要があり、その作業には非常に手間がかかるという問題があった。   By the way, the existing buried pipe may be damaged by the subsidence of the ground or an impact such as an earthquake, and a part of the pipe may be depressed. In this case, when the lining material is inserted into the existing buried pipe, it is difficult for the lining material to be caught in the depressed portion and inserted into the buried pipe. Moreover, even if it can be inserted, when the resin pipe softened as in Patent Document 1 is subjected to pressure expansion, the pipe comes into contact with the depressed portion and is torn or extended. There was a problem that it could not be pushed back. Therefore, in the above case, it is necessary to dig up a damaged buried pipe to repair or replace it before performing lining, and there is a problem that the work is very troublesome.

本発明は、上記問題を解決するためになされたものであり、破損した既設埋設管を簡単に補修することができる既設埋設管の補修部材、及びそれを用いた既設埋設管の補修方法を提供することを目的とする。   The present invention has been made to solve the above problems, and provides a repair member for an existing buried pipe that can easily repair a damaged existing buried pipe, and a method for repairing an existing buried pipe using the same. The purpose is to do.

本発明は、既設埋設管を補修するための補修部材であって、上記問題を解決するためになされたものであり、ロール状に巻回可能な矩形状の板体と、該板体の一端部に設けられた係止部と、当該板体の他端部に設けられた被係止部とを有し、前記係止部と前記被係止部とは、前記板体をロール状に巻回した状態で、該板体の外径の拡張時には係止不可である一方、該板体の外径の縮小時には係止可能に構成され、当該係止部が当該被係止部を係止したときに当該板体の外径の縮小を規制するように構成されていることを特徴とする。   The present invention is a repair member for repairing an existing buried pipe, which has been made to solve the above problems, and a rectangular plate that can be wound into a roll, and one end of the plate A locking portion provided at the other end of the plate body and a locked portion provided at the other end of the plate body, and the locking portion and the locked portion are formed in a roll shape. In the wound state, the plate body cannot be locked when the outer diameter of the plate body is expanded, but can be locked when the outer diameter of the plate body is reduced, and the locking portion engages the locked portion. It is configured to restrict the reduction of the outer diameter of the plate when stopped.

上記補修部材において、係止部を板体の長さ方向の複数位置に配置するように構成することが好ましい。   In the repair member, it is preferable that the locking portions are arranged at a plurality of positions in the length direction of the plate body.

また、係止部が板体の前記一端部側の端縁に向かって斜めに突出する舌片を備え、被係止部が板体の前記他端部側の端縁であるように構成することができる。このように構成した場合、板体の前記一端部が外側に配置されるように板体がロール状に巻回された状態で、この舌片がロール状の板体の内方へ突出するように構成することができる。また、この舌片を板体の一部を切り起こすことにより形成するように構成することが好ましい。   Further, the latching portion is provided with a tongue piece projecting obliquely toward the edge on the one end side of the plate body, and the latched portion is configured to be the edge on the other end side of the plate body. be able to. When configured in this way, the tongue piece protrudes inward of the roll-shaped plate body in a state in which the plate body is wound in a roll shape so that the one end portion of the plate body is disposed outside. Can be configured. Further, it is preferable that the tongue piece is formed by cutting and raising a part of the plate.

また、板体の前記一端部及び前記他端部の少なくとも一方をばね鋼で構成することが好ましい。或いは、板体の全体をばね鋼で構成することもできる。   Moreover, it is preferable that at least one of the one end and the other end of the plate is made of spring steel. Or the whole board can also be comprised with spring steel.

本発明に係る上記既設埋設管の補修方法は、上記問題を解決するためになされたものであり、板体をロール状に巻回した状態の補修部材を準備するステップと、補修すべき既設埋設管内に、板体がロール状に巻回された補修部材を挿入するステップと、ロール状に巻回された板体の内側から該板体の内面を加圧することによって、該板体の外径を拡張するステップと、板体の内面の加圧を止めることにより、係止部に被係止部を係止させて、補修部材により既設埋設管の管内面を支持させるステップとを有することを特徴とする。   The above-mentioned existing buried pipe repairing method according to the present invention is made to solve the above-mentioned problem, and includes a step of preparing a repair member in a state where a plate is wound in a roll shape, and an existing buried pipe to be repaired Inserting the repair member in which the plate is wound into a roll into the tube, and pressurizing the inner surface of the plate from the inside of the plate wound in the roll, thereby the outer diameter of the plate And a step of locking the locked portion to the locking portion by supporting the inner surface of the plate body and supporting the inner surface of the existing buried pipe by the repair member. Features.

上記既設埋設管の補修方法において、板体の加圧は、耐圧性の圧力バッグをロール状の板体の内部に挿入し、膨張させることにより行うことができる。   In the above-described method for repairing the existing buried pipe, the plate body can be pressurized by inserting a pressure-resistant pressure bag into the roll-shaped plate body and inflating it.

本発明に係る補修部材によれば、矩形状の板体の一端部に設けられた係止部と他端部に設けられた被係止部とが、板体をロール状に巻回した状態で、該板体の外径の拡張時には係止不可である一方、該板体の外径の縮小時には係止可能に構成され、係止部が被係止部を係止したときに当該板体の外径の縮小を規制するように構成されている。そのため、本発明に係る補修部材を例えば次のように用いて破損した既設埋設管を補修することができる。即ち、板体がロール状に巻回された補修部材を補修すべき既設埋設管内に挿入し、この板体の内面を耐圧性の圧力バッグ等を用いて加圧することによって板体の外径を拡張する。この拡張時には、板体の係止部は、上記のように被係止部を係止しないようになっているので、既設埋設管に陥没した部分がある場合には、板体の外周面でその陥没部を押し戻しつつ板体の外径を拡張することができる。そして、所望の拡張半径に達したところで板体の内面の加圧を止める。そうすると、この陥没部の自重や外部からの圧力等によって、この陥没部が板体を内方へ押圧して板体が巻き戻され、板体の外径が縮小する。この縮小時には、板体の係止部は、上記のように被係止部を係止可能となっており、被係止部を係止することにより板体の外径の縮小を規制する。こうすることで、補修部材によって既設埋設管の陥没部が押し戻された状態で既設埋設管の管内面が支持される。したがって、従来例のように、ライニングを行う前に、破損した既設埋設管を掘り起こして補修する又は取り替える必要がなく、既設埋設管を簡単に補修することができる。   According to the repair member according to the present invention, the locking portion provided at one end portion of the rectangular plate body and the locked portion provided at the other end portion wind the plate body in a roll shape. Thus, the plate body cannot be locked when the outer diameter of the plate body is expanded, but can be locked when the outer diameter of the plate body is reduced, and when the locking portion locks the locked portion, the plate It is configured to regulate the reduction of the outer diameter of the body. Therefore, the damaged existing buried pipe can be repaired using the repair member according to the present invention as follows, for example. That is, the outer diameter of the plate body is reduced by inserting the repair member in which the plate body is wound into a roll shape into an existing buried pipe to be repaired and pressurizing the inner surface of the plate body using a pressure-resistant pressure bag or the like. Expand. At the time of expansion, since the locking portion of the plate body does not lock the locked portion as described above, if there is a recessed portion in the existing embedded pipe, the outer peripheral surface of the plate body The outer diameter of the plate can be expanded while pushing back the depressed portion. Then, when the desired expansion radius is reached, the pressurization of the inner surface of the plate body is stopped. Then, the depressed portion presses the plate body inward by the dead weight of the depressed portion, the pressure from the outside, or the like, the plate body is rewound, and the outer diameter of the plate body is reduced. At the time of this reduction, the locking portion of the plate can lock the locked portion as described above, and the reduction of the outer diameter of the plate is restricted by locking the locked portion. By doing so, the pipe inner surface of the existing buried pipe is supported in a state in which the recessed portion of the existing buried pipe is pushed back by the repair member. Therefore, unlike the conventional example, it is not necessary to dig up and repair or replace the damaged existing buried pipe before lining, and the existing buried pipe can be easily repaired.

また、本発明に係る上記補修部材において、係止部を板体の長さ方向の複数位置に配置するように構成することにより、次のような効果を得ることができる。即ち、上記のように、既設埋設管内でロール状の板体の外径を拡張する際には、既設埋設管の内周面と板体の外周面との間に既設埋設管の破片等が落下して挟まる等なんらかの要因によって、ロール状の板体の外周面が既設埋設管の内周面全体に接するように板体の外径を拡張しきれず、その陥没部を完全に押し戻せないことがある。この場合、係止部が1つだけであると、その係止部に被係止部を係止できないことがある。これに対し、係止部を板体の長さ方向に複数配置することで、板体の外径を拡張しきれないときでも、複数の係止部のいずれかに被係止部を係止可能となるように構成することができる。そのため、上記のように既設埋設管の陥没部を完全に押し戻せない場合であっても既設埋設管を補修することができる。   Further, in the repair member according to the present invention, the following effects can be obtained by arranging the locking portions at a plurality of positions in the length direction of the plate. That is, as described above, when the outer diameter of the roll-shaped plate body is expanded in the existing embedded pipe, there is a fragment of the existing embedded pipe between the inner peripheral surface of the existing embedded pipe and the outer peripheral surface of the plate body. The outer diameter of the plate cannot be expanded so that the outer peripheral surface of the roll-shaped plate touches the entire inner peripheral surface of the existing embedded pipe due to some reason such as falling and being pinched, and the depressed portion cannot be pushed back completely. There is. In this case, if there is only one locking portion, the locked portion may not be locked to the locking portion. On the other hand, by disposing a plurality of locking portions in the length direction of the plate, even when the outer diameter of the plate cannot be expanded, the locked portion is locked to one of the plurality of locking portions. It can be configured to be possible. Therefore, even if it is a case where the depression part of an existing underground pipe cannot be pushed back completely as mentioned above, an existing underground pipe can be repaired.

本発明に係る補修部材は、地下に埋設された埋設管だけでなく、盛り土の中に埋設された埋設管にも適用することができる。   The repair member according to the present invention can be applied not only to a buried pipe buried underground but also to a buried pipe buried in embankment.

以下、本発明に係る既設埋設管の補修部材の一実施形態について図面を参照しつつ説明する。図1は、本実施形態に係る補修部材の斜視図である。尚、以下の説明において、図1の補修部材と同一又は同種の構成部分については、同一の符号を付して詳細な説明を省略することがある。   Hereinafter, an embodiment of a repair member for an existing buried pipe according to the present invention will be described with reference to the drawings. FIG. 1 is a perspective view of a repair member according to the present embodiment. In the following description, the same or similar components as those of the repair member in FIG. 1 may be denoted by the same reference numerals and detailed description thereof may be omitted.

図1に示すように、本実施形態に係る補修部材1は、矩形状の板体3によって構成されている。この板体3は、長さ方向(図1のX方向)の中央部5が一般構造用鋼(SS材)で構成され、一端部7及び他端部9がばね鋼で構成されている。中央部5と一端部7及び他端部9とは溶接等によって接続されており、板体3をロール状に巻回することが可能となっている。板体3の長さは、補修すべき既設埋設管の内周長より長くなっており、図4について後述するように、既設埋設管15内でロール状に巻回された板体3の外周面が既設埋設管15の内周面全体に接触するように板体3の外径が拡張されたときに、板体3の他端部9が一端部7の内側で接触するようになっている。本実施形態の補修部材1を適用する既設埋設管の内周長としては、例えば、約1000mm,約1500mm,約1650mmが挙げられる。また、板体3の幅は、既設埋設管の破損箇所の大きさに合わせて適宜設定される。板体3の厚さは、上記のように一般構造用鋼(SS材)及びばね鋼で構成した場合には、例えば、0.5〜2.0mmとすることができる。   As shown in FIG. 1, the repair member 1 according to the present embodiment is configured by a rectangular plate 3. The plate body 3 has a central portion 5 in the length direction (X direction in FIG. 1) made of general structural steel (SS material), and one end portion 7 and the other end portion 9 made of spring steel. The center part 5 and the one end part 7 and the other end part 9 are connected by welding or the like, and the plate body 3 can be wound in a roll shape. The length of the plate body 3 is longer than the inner peripheral length of the existing embedded pipe to be repaired. As will be described later with reference to FIG. 4, the outer periphery of the plate body 3 wound in a roll shape within the existing embedded pipe 15 When the outer diameter of the plate body 3 is expanded so that the surface contacts the entire inner peripheral surface of the existing embedded pipe 15, the other end portion 9 of the plate body 3 comes into contact with the inside of the one end portion 7. Yes. Examples of the inner peripheral length of the existing embedded pipe to which the repair member 1 of the present embodiment is applied include about 1000 mm, about 1500 mm, and about 1650 mm. Further, the width of the plate body 3 is appropriately set according to the size of the damaged portion of the existing buried pipe. The thickness of the plate 3 can be set to 0.5 to 2.0 mm, for example, when it is made of general structural steel (SS material) and spring steel as described above.

板体3の一端部7には、板体3がロール状に巻回されたときに板体3の他端部9側の端縁9a(以下、他端縁9aという)を係止可能な4つの舌片群11A,11B,11C,11Dが設けられている。この舌片群11A,11B,11C,11Dは、板体3の長さ方向(図1の矢印X方向)に、板体3の一端部7側の端縁7a(以下、一端縁7aという)側からこの順に所定の間隔で配置されている。また、舌片群11A,11B,11C,11Dは、板体3の幅方向(図1の矢印Y方向)に一列に配置された複数の舌片11a,11b,11c,11dをそれぞれ有しており、舌片11a,11b,11c,11dは互いに千鳥状に配置されている。舌片群11Aは、図4に示すように、ロール状の板体3の外周面が既設埋設管15の内周面全体に接触するように板体3の外径が拡張されたときに、板体3の他端縁9aが舌片群11Aより板体3の一端縁7a側に配置される位置に設けられている。また、舌片11a,11b,11c,11dは、板体3の一部を切り起こすことによって、板体3の一端縁7aに向かって斜めに突出するように形成されている。この構成によって、舌片11a,11b,11c,11dは、後述するように、板体3をロール状に巻回した状態で、板体3の外径の拡張時には板体3の他端縁9aを係止することができない一方、板体3の外径の縮小時には他端縁9aを係止可能になっており、舌片11aが他端縁9aを係止したときにロール状の板体3の外径の縮小を規制するようになっている。この舌片11a,11b,11c,11dの先端部は、丸みを帯びるように形成されており、板体3の他端縁9aを係止しやすくなっている。   An end edge 9a on the other end 9 side of the plate 3 (hereinafter referred to as the other end 9a) can be locked to the one end 7 of the plate 3 when the plate 3 is wound in a roll shape. Four tongue piece groups 11A, 11B, 11C, and 11D are provided. The tongue piece groups 11A, 11B, 11C, and 11D are arranged in the length direction of the plate body 3 (in the direction of arrow X in FIG. 1) on the edge 7a on the one end 7 side of the plate body 3 (hereinafter referred to as one end edge 7a). They are arranged at predetermined intervals in this order from the side. In addition, the tongue piece groups 11A, 11B, 11C, and 11D respectively have a plurality of tongue pieces 11a, 11b, 11c, and 11d arranged in a line in the width direction of the plate 3 (the arrow Y direction in FIG. 1). The tongue pieces 11a, 11b, 11c, and 11d are arranged in a staggered manner. When the outer diameter of the plate body 3 is expanded so that the outer peripheral surface of the roll-shaped plate body 3 is in contact with the entire inner peripheral surface of the existing embedded pipe 15 as shown in FIG. The other end edge 9a of the plate body 3 is provided at a position where the other end edge 9a is disposed closer to the one end edge 7a side of the plate body 3 than the tongue piece group 11A. Further, the tongue pieces 11a, 11b, 11c, and 11d are formed so as to project obliquely toward the one end edge 7a of the plate body 3 by cutting and raising a part of the plate body 3. With this configuration, the tongue pieces 11a, 11b, 11c, and 11d have the other end edge 9a of the plate body 3 when the outer diameter of the plate body 3 is expanded while the plate body 3 is wound in a roll shape, as will be described later. The other end edge 9a can be locked when the outer diameter of the plate body 3 is reduced, and the roll-shaped plate body when the tongue piece 11a engages the other end edge 9a. The reduction of the outer diameter of 3 is regulated. The tip portions of the tongue pieces 11a, 11b, 11c, and 11d are formed to be rounded so that the other end edge 9a of the plate body 3 can be easily locked.

次に、上記のように構成された補修部材1を用いた既設埋設管の補修方法について図面を参照しつつ説明する。図2〜図5は、本実施形態係る補修部材1を用いた既設埋設管の補修方法を説明する図である。   Next, a method for repairing an existing buried pipe using the repair member 1 configured as described above will be described with reference to the drawings. 2-5 is a figure explaining the repair method of the existing underground pipe | tube using the repair member 1 which concerns on this embodiment.

まず、図2に示すように、板体3をロール状に巻回する。より詳細には、板体3の一端部7が外側に配置され、舌片11a,11b,11c,11dがロール状の板体3の内方へ突出するように巻回する。このとき、板体3の他端縁9aが舌片群11Dを越えるように巻回されるとともに、ロール状の板体3の中央部には後述する圧力バッグ13を挿入できる程度のバッグ挿入空間4を設けるようにする。そして、この状態のまま粘着テープ17で板体3の一端部7を板体3の外周面に仮止めした後、バッグ挿入空間4に圧力バッグ13を挿入する。この圧力バッグ13は、水密加工を施した耐圧性の布地を袋状にして形成され、少なくとも補修部材1の幅とほぼ同じ長さを有しており、収縮した状態で板体3のバッグ挿入空間4に挿入され、一端部に設けられた注入管14から圧力バッグ13の内部に水を注入することで膨張するように構成されている。   First, as shown in FIG. 2, the plate 3 is wound into a roll. More specifically, one end portion 7 of the plate body 3 is disposed on the outside, and the tongue pieces 11 a, 11 b, 11 c, and 11 d are wound so as to protrude inward of the roll-shaped plate body 3. At this time, the other end edge 9a of the plate body 3 is wound so as to exceed the tongue piece group 11D, and the bag insertion space is such that a pressure bag 13 (to be described later) can be inserted into the central portion of the roll-shaped plate body 3. 4 is provided. Then, the pressure bag 13 is inserted into the bag insertion space 4 after temporarily fixing the one end 7 of the plate 3 to the outer peripheral surface of the plate 3 with the adhesive tape 17 in this state. The pressure bag 13 is formed by forming a pressure-resistant fabric subjected to watertight processing into a bag shape, has at least approximately the same length as the width of the repair member 1, and is inserted into the bag of the plate 3 in a contracted state. It is inserted into the space 4 and is configured to inflate by injecting water into the pressure bag 13 from an injection tube 14 provided at one end.

ついで、図3に示すように、破損した既設埋設管15内に、ロール状に巻回され、圧力バッグ13が挿入された補修部材1を挿入する。このとき、補修部材1の外径は、上記のように板体3がロール状に巻回されることにより、補修する既設埋設管15の内径より十分に小さくなっている。そのため、補修部材1を既設埋設管15の陥没部19に引っ掛けることなく容易に挿入することができるようになっている。   Next, as shown in FIG. 3, the repair member 1 wound in a roll shape and inserted with the pressure bag 13 is inserted into the damaged existing embedded pipe 15. At this time, the outer diameter of the repair member 1 is sufficiently smaller than the inner diameter of the existing embedded pipe 15 to be repaired by winding the plate 3 in a roll shape as described above. Therefore, the repair member 1 can be easily inserted without being caught on the recessed portion 19 of the existing buried pipe 15.

次に、図4に示すように、補修部材1が既設埋設管15内に挿入された状態で、圧力バッグ13を膨張させ、板体3の内側から板体3の内面を加圧することによって、ロール状の板体3の外径を拡張する。そうすると、まず、粘着テープ17が、板体3の外周面又は一端部7から剥離するか、或いは破断する。そして、この拡張に伴なって破損した既設埋設管15の陥没部19が板体3の外周面によって押し戻され、その外周面が既設埋設管15の内周面全体に接触するようになる。このとき、舌片群11Aが上記のような位置に設けられているので、板体3の他端縁9aが舌片群11Aより一端縁7a側に配置される。また、舌片11a,11b,11c,11dは、上記のように板体3の一端縁7aに向かって斜めに突出しているため、板体3の外径が拡張されている最中には、その板体3の他端縁9aを係止しないようになっている。また、舌片11a,11b,11c,11dは、ばね鋼で形成されているため、弾性的に屈曲可能となっている。そのため、板体3の外径が拡張している最中に、板体3の他端縁9aが舌片11a,11b,11c,11dを押圧して押し曲げても、ばね鋼の保有弾性によってもとの突出状態に戻るようになっている。   Next, as shown in FIG. 4, in a state where the repair member 1 is inserted into the existing embedded pipe 15, the pressure bag 13 is inflated, and the inner surface of the plate body 3 is pressurized from the inside of the plate body 3. The outer diameter of the roll-shaped plate 3 is expanded. Then, first, the adhesive tape 17 is peeled off from the outer peripheral surface or one end portion 7 of the plate body 3 or broken. Then, the recessed portion 19 of the existing embedded pipe 15 that has been damaged due to the expansion is pushed back by the outer peripheral surface of the plate body 3, and the outer peripheral surface comes into contact with the entire inner peripheral surface of the existing embedded pipe 15. At this time, since the tongue piece group 11A is provided at the position as described above, the other end edge 9a of the plate body 3 is disposed closer to the one end edge 7a than the tongue piece group 11A. Further, since the tongue pieces 11a, 11b, 11c, and 11d protrude obliquely toward the one end edge 7a of the plate body 3 as described above, the outer diameter of the plate body 3 is being expanded. The other end edge 9a of the plate body 3 is not locked. Moreover, since the tongue pieces 11a, 11b, 11c, and 11d are formed of spring steel, they can be bent elastically. Therefore, even if the other end 9a of the plate 3 presses and bends the tongues 11a, 11b, 11c, and 11d while the outer diameter of the plate 3 is expanding, It returns to the original protruding state.

そして、図5に示すように、膨張した圧力バッグ13を縮小させて、板体3の内面の加圧を止める。そうすると、既設埋設管15の陥没部19の自重や外部からの圧力等によって陥没部19が板体3の外周面を押圧して板体3が巻き戻され、板体3の他端縁9aが舌片11aによって係止され、板体3の外径の縮小が規制される。このとき、板体3の一端部7及び他端部9がばね鋼で形成されており、巻き癖がつきにくくなっているため、板体3が巻き戻るときに、板体3の他端縁9aが板体3の一端部7の内面に沿って摺動し易くなっているとともに、舌片11aが上記のようにもとの斜めの突出状態に戻るようになっているので、他端縁9aが確実に係止される。このように係止することによって、陥没部19が押し戻されたままの状態で維持され、補修部材1により既設埋設管15の管内面が支持される。尚、本実施形態では、舌片群11A,11B,11C,11Dによって本発明における係止部を4つ構成し、板体3の他端縁9aが本発明における被係止部を構成している。   Then, as shown in FIG. 5, the inflated pressure bag 13 is reduced to stop pressurization of the inner surface of the plate body 3. Then, the depressed portion 19 presses the outer peripheral surface of the plate body 3 due to the weight of the depressed portion 19 of the existing buried pipe 15 or external pressure, and the plate body 3 is rewound, and the other end edge 9a of the plate body 3 is Locked by the tongue 11a, the reduction of the outer diameter of the plate body 3 is restricted. At this time, since the one end 7 and the other end 9 of the plate body 3 are formed of spring steel and are difficult to curl, the other end edge of the plate body 3 when the plate body 3 is unwound. 9a is easily slid along the inner surface of the one end 7 of the plate body 3, and the tongue 11a is returned to the obliquely protruding state as described above. 9a is securely locked. By locking in this way, the depressed portion 19 is maintained in a state where it is pushed back, and the pipe inner surface of the existing buried pipe 15 is supported by the repair member 1. In this embodiment, the tongue piece groups 11A, 11B, 11C, and 11D constitute four locking portions in the present invention, and the other end edge 9a of the plate body 3 constitutes the locked portion in the present invention. Yes.

そして、圧力バッグ13を既設埋設管15内から引き出す。以上によって破損した既設埋設管15の補修が完了し、この後に、既設埋設管15内のライニングが行われる。   Then, the pressure bag 13 is pulled out from the existing buried pipe 15. The repair of the existing buried pipe 15 damaged by the above is completed, and thereafter the lining in the existing buried pipe 15 is performed.

以上のように、本実施形態の補修部材1によれば、矩形状の板体3の一端部7に設けられた舌片11a,11b,11c,11dと板体3の他端縁9aとが、板体3をロール状に巻回した状態で、板体3の外径の拡張時には係止不可である一方、板体3の外径の縮小時には係止可能に構成され、舌片11a,11b,11c,11dが他端縁9aを係止したときに板体3の外径の縮小を規制するように構成されている。そのため、上記のように、既設埋設管15内でロール状の板体3の外径を板体3の内面の加圧によって拡張している最中には、舌片11a,11b,11c,11dが板体3の他端縁9aを係止しないようになっている。一方、板体3の内面の加圧を止めることにより、板体3の外径が縮小するときは、板体3の他端縁9aが舌片11aに係止され、板体3の外径の縮小が規制されるようになっている。その結果、補修部材1によって既設埋設管15の陥没部19が押し戻された状態で既設埋設管15の管内面が支持される。したがって、従来例のように、ライニングを行う前に、破損した既設埋設管を掘り起こして補修する又は取り替える必要がなく、破損した既設埋設管を簡単に補修することができる。   As described above, according to the repair member 1 of the present embodiment, the tongue pieces 11a, 11b, 11c, and 11d provided at the one end portion 7 of the rectangular plate body 3 and the other end edge 9a of the plate body 3 are provided. The plate body 3 is wound in a roll shape and cannot be locked when the outer diameter of the plate body 3 is expanded, but can be locked when the outer diameter of the plate body 3 is reduced. 11b, 11c, 11d is configured to restrict the reduction of the outer diameter of the plate 3 when the other end edge 9a is locked. Therefore, as described above, while the outer diameter of the roll-shaped plate body 3 is being expanded by pressurizing the inner surface of the plate body 3 in the existing embedded pipe 15, the tongue pieces 11a, 11b, 11c, 11d. However, the other end edge 9a of the plate body 3 is not locked. On the other hand, when the outer diameter of the plate body 3 is reduced by stopping the pressurization of the inner surface of the plate body 3, the other end edge 9a of the plate body 3 is locked to the tongue piece 11a, and the outer diameter of the plate body 3 is reduced. The reduction of is now regulated. As a result, the pipe inner surface of the existing buried pipe 15 is supported in a state where the recessed portion 19 of the existing buried pipe 15 is pushed back by the repair member 1. Therefore, unlike the conventional example, it is not necessary to dig up and repair or replace a damaged existing buried pipe before lining, and the damaged existing buried pipe can be easily repaired.

また、上記実施形態では、舌片11a,11b,11c,11dは、板体3の一部を切り起こすことによって形成されていることにより、弾性的に屈曲可能に構成されている。そのため、補修部材1によって既設埋設管15を補修した後に、管内面にライニングを施す場合には、ライニング材によって舌片11a,11b,11c,11dが押圧されて板体3の面内に折り返されることにより、板体3から突出しない状態になる。その結果、板体3の内面にライニング材が密着するようにライニングを行うことができる。   Moreover, in the said embodiment, the tongue pieces 11a, 11b, 11c, and 11d are comprised by cutting and raising a part of the board 3, and are comprised so that it can be bent elastically. Therefore, when the existing embedded pipe 15 is repaired by the repair member 1 and then the inner surface of the pipe is lined, the tongue pieces 11a, 11b, 11c, and 11d are pressed by the lining material and folded back into the plane of the plate body 3. As a result, the plate 3 does not protrude. As a result, the lining can be performed so that the lining material is in close contact with the inner surface of the plate 3.

また、上記実施形態においては、4つの舌片群11A,11B,11C,11Dを板体3の長さ方向に配置しているが、このように配置することにより、次のような効果を奏することができる。即ち、上記のように、既設埋設管15内でロール状の板体3の外径を拡張する際には、既設埋設管15の内周面と板体3の外周面との間に既設埋設管15の破片等が落下して挟まる等なんらかの要因によって、板体3の外周面が既設埋設管15の内周面全体に接触するように板体3の外径を拡張しきれず、その陥没部19を完全に押し戻せないことがある。この場合、舌片群11Aの舌片11aに板体3の他端縁9aを係止できないことがある。これに対し、舌片群11B,11C,11Dは、舌片群11Aより中央部5側に配置されているので、板体3の外径を拡張しきれないときでも、舌片11b,11c,11dのいずれかに板体3の他端縁9aを係止可能となるように構成することができる。そのため、このように既設埋設管15の陥没部19を完全に押し戻せない場合であっても既設埋設管を補修することができる。   Moreover, in the said embodiment, although four tongue piece groups 11A, 11B, 11C, and 11D are arrange | positioned in the length direction of the plate body 3, there exist the following effects by arrange | positioning in this way. be able to. That is, as described above, when the outer diameter of the roll-shaped plate body 3 is expanded in the existing embedded pipe 15, the existing embedded pipe 15 is disposed between the inner peripheral surface of the existing embedded pipe 15 and the outer peripheral surface of the plate body 3. The outer diameter of the plate body 3 cannot be expanded so that the outer peripheral surface of the plate body 3 is in contact with the entire inner peripheral surface of the existing embedded tube 15 due to some factor such as the falling pieces of the tube 15 falling and being caught, and the depressed portion 19 may not be pushed back completely. In this case, the other end edge 9a of the plate body 3 may not be locked to the tongue piece 11a of the tongue piece group 11A. On the other hand, since the tongue piece groups 11B, 11C, and 11D are disposed closer to the central portion 5 than the tongue piece group 11A, the tongue pieces 11b, 11c, and 11b are formed even when the outer diameter of the plate body 3 cannot be expanded. It can be configured such that the other end edge 9a of the plate body 3 can be locked to any of 11d. Therefore, even if the depressed portion 19 of the existing buried pipe 15 cannot be completely pushed back in this way, the existing buried pipe can be repaired.

以上、本発明の一実施形態について説明したが、本発明は上記実施形態に限定されるものではなく、その趣旨を逸脱しない限りにおいて種々の変更が可能である。   As mentioned above, although one Embodiment of this invention was described, this invention is not limited to the said embodiment, A various change is possible unless it deviates from the meaning.

上記実施形態では、板体3の中央部5を一般構造用鋼で、両端部7,9をばね鋼で構成しているが、これに限定されるものではなく、両端部7,9のいずれか一方をばね鋼以外の金属材料で構成してもよい。或いは、板体3の全体をばね鋼で構成してもよい。また、板体3の材質としては、破損した既設埋設管の陥没等した箇所を押し戻した状態で既設埋設管の内面を支持することができる程度の強度を有しているものであれば、特に限定されない。したがって、このような強度を有している限り、金属材料以外の材料で板体3を形成してもよく、例えば、ABS樹脂や硬質塩化ビニル樹脂等の樹脂材料で構成してもよい。また、板体3を矩形状に形成しているが、ロール状に巻回可能で、一端部に係止部と他端部に被係止部を構成可能な形状であれば特に限定されない。   In the said embodiment, although the center part 5 of the board 3 is comprised with general structural steel and the both ends 7 and 9 are comprised with spring steel, it is not limited to this, One of them may be made of a metal material other than spring steel. Or you may comprise the whole board 3 with spring steel. Further, as the material of the plate body 3, as long as it has a strength that can support the inner surface of the existing buried pipe in a state in which the portion where the damaged existing buried pipe is depressed is pushed back, It is not limited. Therefore, as long as it has such strength, the plate body 3 may be formed of a material other than a metal material, and may be formed of a resin material such as an ABS resin or a hard vinyl chloride resin. In addition, the plate body 3 is formed in a rectangular shape, but is not particularly limited as long as the plate body 3 can be wound in a roll shape and can form a locking portion at one end and a locked portion at the other end.

また、上記実施形態では、板体3の長さ方向に4つの舌片群11A,11B,11C,11Dを配置しているが、これに限定されるものではなく、舌片が板体3の長さ方向の複数位置に適当な間隔で配置されるように適宜構成すればよい。   Moreover, in the said embodiment, although four tongue piece groups 11A, 11B, 11C, and 11D are arrange | positioned in the length direction of the plate body 3, it is not limited to this, A tongue piece is the plate body 3. What is necessary is just to comprise suitably so that it may arrange | position with the suitable space | interval in the several position of a length direction.

また、舌片11a,11b,11c,11dの先端部が丸みを帯びるように形成しているが、これに限定されるものではなく、板体3の一部を矩形状に切り起こし、その先端部の角を面取りするように形成してもよい。また、舌片11a,11b,11c,11dは、板体3の一部を切り起こすことによって一体に形成するのではなく、舌片を別部材として準備し、これを溶接等で固定することによって構成してもよい。   Moreover, although the front-end | tip part of tongue piece 11a, 11b, 11c, 11d is formed so that it may become roundish, it is not limited to this, A part of plate body 3 is cut and raised in rectangular shape, and the front-end | tip You may form so that the corner | angular part of a part may be chamfered. In addition, the tongue pieces 11a, 11b, 11c, and 11d are not formed integrally by cutting and raising a part of the plate body 3, but by preparing the tongue pieces as separate members and fixing them by welding or the like. It may be configured.

また、上記実施形態では、係止部を舌片11a,11b,11c,11dによって構成しているが、板体3の一端部と他端部とが係止されるような構成であれば特に限定されない。例えば、図6(a)に示すように、板体3の一端部7に係止部として、一端縁7aを切り欠いた切欠き部7b及び複数の挿入孔7cを設け、他端部9に被係止部として、板体3の他端縁9aから突出する突片9bを設ける。そして、図6(b)に示すように切欠き部7bに突片9bを係止するか、又は、図示しないが挿入孔7cに突片9bを挿入して係止するように構成してもよい。或いは、図7(a)に示すように、板体3の一端部7を断面鋸歯状に折り曲げることにより、他端縁9aを受け入れることが可能な複数の段部7dを設け、図7(b)に示すように、この段部7dのいずれかに他端縁9aを係止させるように構成してもよい。また、係止部として、段部7dと舌片11a,11b,11c,11dとを組み合わせる等、種々の変更も可能である。   Moreover, in the said embodiment, although the latching | locking part is comprised by the tongue pieces 11a, 11b, 11c, and 11d, especially if it is a structure where the one end part and other end part of the board 3 are latched. It is not limited. For example, as shown in FIG. 6A, the one end 7 of the plate body 3 is provided with a notch 7 b having a notch at one end edge 7 a and a plurality of insertion holes 7 c as a locking portion. As the locked portion, a protruding piece 9b protruding from the other end edge 9a of the plate body 3 is provided. Then, as shown in FIG. 6B, the protruding piece 9b is locked to the notch 7b, or the protruding piece 9b is inserted into and locked to the insertion hole 7c (not shown). Good. Alternatively, as shown in FIG. 7 (a), a plurality of stepped portions 7d capable of receiving the other end edge 9a are provided by bending one end portion 7 of the plate body 3 into a sawtooth cross section. ), The other end edge 9a may be locked to any one of the stepped portions 7d. Various changes such as a combination of the stepped portion 7d and the tongue pieces 11a, 11b, 11c, and 11d as the locking portion are also possible.

また、上記実施形態において、板体3がロール状に巻回されたときに塑性変形し、ロール状の板体3の内径が拡張されるときに弾性復元力が作用するように構成すると、その弾性復元力により板体3の外径が縮小して板体3の一端部の係止部に他端部の被係止部を係止させるようにすることもできる。   Further, in the above embodiment, when the plate body 3 is plastically deformed when wound in a roll shape and an elastic restoring force is applied when the inner diameter of the roll plate body 3 is expanded, The outer diameter of the plate 3 can be reduced by the elastic restoring force, and the locked portion at the other end can be locked to the locked portion at the one end of the plate 3.

上記実施形態に係る既設埋設管の補修方法では、板体3を巻回した状態で、バッグ挿入空間4に圧力バッグ13を挿入しているが、これに限定されず、例えば、巻回前の板体3上に圧力バッグ13を載せ、圧力バッグ13を板体3で包み込むように巻回してもよい。また、既設埋設管15内に補修部材1を挿入した後に、圧力バッグ13を挿入するようにしもよい。   In the repair method of the existing buried pipe according to the above embodiment, the pressure bag 13 is inserted into the bag insertion space 4 in a state in which the plate body 3 is wound. However, the present invention is not limited to this. The pressure bag 13 may be placed on the plate 3 and wound so as to wrap the pressure bag 13 with the plate 3. Alternatively, the pressure bag 13 may be inserted after the repair member 1 is inserted into the existing buried pipe 15.

また、ロール状に巻回した板体3の内面を加圧する手段として、圧力バッグ13を使用しているが、油圧ジャッキ等を使用することにより板体3の内面を加圧できるものであれば特に限定されない。   Moreover, although the pressure bag 13 is used as a means to pressurize the inner surface of the plate body 3 wound in a roll shape, as long as the inner surface of the plate body 3 can be pressurized by using a hydraulic jack or the like. There is no particular limitation.

本発明の一実施形態に係る補修部材の斜視図である。It is a perspective view of the repair member which concerns on one Embodiment of this invention. 図1の補修部材を用いた既設埋設管の補修方法を説明する図である。It is a figure explaining the repair method of the existing underground pipe | tube using the repair member of FIG. 図1の補修部材を用いた既設埋設管の補修方法を説明する図である。It is a figure explaining the repair method of the existing underground pipe | tube using the repair member of FIG. 図1の補修部材を用いた既設埋設管の補修方法を説明する図である。It is a figure explaining the repair method of the existing underground pipe | tube using the repair member of FIG. 図1の補修部材を用いた既設埋設管の補修方法を説明する図である。It is a figure explaining the repair method of the existing underground pipe | tube using the repair member of FIG. 本発明の他の実施形態に係る補修部材の斜視図である。It is a perspective view of the repair member which concerns on other embodiment of this invention. 本発明の他の実施形態に係る補修部材の斜視図である。It is a perspective view of the repair member which concerns on other embodiment of this invention.

符号の説明Explanation of symbols

1 補修部材
3 板体
4 バッグ挿入空間
5 中央部
7 一端部
7a 一端縁
9 他端部
9a 他端縁
11A,11B,11C,11D 舌片群
11a,11b,11c,11d 舌片
13 圧力バッグ
15 既設埋設管
17 粘着テープ
19 陥没部
X 板体の長さ方向
Y 板体の幅方向


DESCRIPTION OF SYMBOLS 1 Repair member 3 Plate body 4 Bag insertion space 5 Center part 7 One end part 7a One end edge 9 Other end part 9a Other end edge 11A, 11B, 11C, 11D Tongue piece group 11a, 11b, 11c, 11d Tongue piece 13 Pressure bag 15 Existing buried pipe 17 Adhesive tape 19 Depressed part X Length direction of plate body Y Direction of width of plate body


Claims (7)

ロール状に巻回可能な矩形状の板体と、該板体の一端部に設けられた係止部と、当該板体の他端部に設けられた被係止部とを有し、
前記係止部と前記被係止部とは、前記板体をロール状に巻回した状態で、該板体の外径の拡張時には係止不能である一方、該板体の外径の縮小時には係止可能に構成され、当該係止部が当該被係止部を係止したときに当該板体の外径の縮小を規制するように構成されており、
前記板体は、中央部と、その両端に連結された前記一端部及び他端部とで構成され、前記一端部及び他端部がばね鋼で形成されるとともに、前記中央部は一般構造用鋼で形成されている、既設埋設管を補修するための補修部材。
A rectangular plate that can be wound into a roll, a locking portion provided at one end of the plate, and a locked portion provided at the other end of the plate,
The locking portion and the locked portion cannot be locked when the outer diameter of the plate body is expanded while the plate body is wound in a roll shape, while the outer diameter of the plate body is reduced. It is sometimes configured to be able to be locked, and is configured to regulate the reduction of the outer diameter of the plate body when the locking portion locks the locked portion .
The plate body is composed of a central part and the one end part and the other end part connected to both ends thereof, the one end part and the other end part are made of spring steel, and the central part is for general structure. A repair member for repairing existing buried pipes made of steel .
前記係止部は、前記板体の長さ方向の複数位置に配置されていることを特徴とする、請求項1に記載の補修部材。   The repair member according to claim 1, wherein the locking portions are arranged at a plurality of positions in a length direction of the plate body. 前記係止部は、前記板体の前記一端部側の端縁に向かって斜めに突出する舌片を備え、
前記被係止部は、前記板体の前記他端部側の端縁であることを特徴とする、請求項1又は2に記載の補修部材。
The locking portion includes a tongue piece projecting obliquely toward an edge on the one end side of the plate body,
The repair member according to claim 1, wherein the locked portion is an edge on the other end side of the plate body.
前記板体の前記一端部が外側に配置されるように前記板体がロール状に巻回された状態で、前記舌片は、ロール状の当該板体の内方へ突出するように構成されていることを特徴とする、請求項3に記載の補修部材。   In a state where the plate body is wound in a roll shape so that the one end portion of the plate body is disposed outside, the tongue piece is configured to protrude inward of the roll-shaped plate body. The repair member according to claim 3, wherein the repair member is provided. 前記舌片は、前記板体の一部を切り起こすことにより形成されていることを特徴とする、請求項3又は4に記載の補修部材。   The repairing member according to claim 3 or 4, wherein the tongue piece is formed by cutting and raising a part of the plate body. 請求項1からのいずれかに記載の補修部材を用いた既設埋設管の補修方法であって、
前記板体をロール状に巻回した状態の前記補修部材を準備するステップと、
補修すべき既設埋設管内に、前記板体がロール状に巻回された前記補修部材を挿入するステップと、
ロール状に巻回された前記板体の内側から該板体の内面を加圧することによって、該板体の外径を拡張するステップと、
前記板体の内面の加圧を止めることにより、前記係止部に前記被係止部を係止させて、前記補修部材により前記既設埋設管の管内面を支持させるステップと
を有することを特徴とする既設埋設管の補修方法。
A repair method of the existing buried pipe with a repairing member according to any one of claims 1 to 5,
Preparing the repair member in a state where the plate is wound into a roll; and
Inserting the repair member in which the plate body is wound in a roll shape into an existing buried pipe to be repaired; and
Expanding the outer diameter of the plate by pressing the inner surface of the plate from the inside of the plate wound in a roll;
Stopping the pressurization of the inner surface of the plate body, thereby locking the locked portion to the locking portion, and supporting the inner surface of the existing buried pipe by the repair member. Repair method for existing buried pipes.
前記板体の内面の加圧は、耐圧性の圧力バッグをロール状の前記板体の内部に挿入し、膨張させることにより行われることを特徴とする、請求項に記載の既設埋設管の補修方法。 The pressurization of the inner surface of the plate body is performed by inserting a pressure-resistant pressure bag into the roll-shaped plate body and inflating the pressure bag, according to claim 6 . Repair method.
JP2006139151A 2006-05-18 2006-05-18 Repair member for existing buried pipe, and repair method for existing buried pipe using the same Active JP4247443B2 (en)

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