JP6275661B2 - Flexible joint and mounting method of flexible joint - Google Patents

Flexible joint and mounting method of flexible joint Download PDF

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JP6275661B2
JP6275661B2 JP2015044601A JP2015044601A JP6275661B2 JP 6275661 B2 JP6275661 B2 JP 6275661B2 JP 2015044601 A JP2015044601 A JP 2015044601A JP 2015044601 A JP2015044601 A JP 2015044601A JP 6275661 B2 JP6275661 B2 JP 6275661B2
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manhole
flexible
flexible joint
pipe
fixed
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藤井 弘三
弘三 藤井
高橋 聖
聖 高橋
山口 直之
直之 山口
裕久 稲垣
裕久 稲垣
安井 聡
聡 安井
博和 金子
博和 金子
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Hayakawa Rubber Co Ltd
Takiron Engineering Co Ltd
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Hayakawa Rubber Co Ltd
Takiron Engineering Co Ltd
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本発明は、例えば既設マンホールと管部材との接続部分に設けられる可とう継手及び可とう継手の取付方法に関するものである。   The present invention relates to a flexible joint provided at a connecting portion between an existing manhole and a pipe member, for example, and a method for attaching the flexible joint.

例えば、下水道管渠施設は主にマンホール及び下水道本管で構成されており、下水道本管の端部がマンホールの壁部に固定された状態でマンホールの内部と連通している。このような下水道管渠施設では、地震発生時にマンホールと下水道本管とが相対変位することがあるので、マンホールと下水道本管の接続部分に、相対変位を許容するための構造を設けることが考案されている(例えば、特許文献1〜3参照)。   For example, a sewerage pipe facility is mainly composed of a manhole and a sewer main, and the end of the sewer main is fixed to the wall of the manhole and communicates with the inside of the manhole. In such sewerage facilities, manholes and sewer mains may be displaced relative to each other in the event of an earthquake, so it is devised to provide a structure to allow relative displacement at the connection between manholes and sewer mains. (For example, see Patent Documents 1 to 3).

特許文献1では、既設管の内部にライニング管を配置するとともに既設管の端部を切削してライニング管の外方に空間を形成した後、その空間に筒状の弾性止水管状部を挿入するようにしている。弾性止水管状部の内面には、環状の凹部と凸部とが軸方向に連続して形成されている。弾性止水管状部の内面がライニング管の外面に圧接されている。地震発生時には、弾性止水管状部が弾性変形することによってマンホールと既設管の相対変位が許容される。   In Patent Document 1, a lining pipe is disposed inside an existing pipe, and an end of the existing pipe is cut to form a space outside the lining pipe, and then a cylindrical elastic water-stop tubular portion is inserted into the space. Like to do. On the inner surface of the elastic water-stop tubular portion, an annular concave portion and a convex portion are continuously formed in the axial direction. The inner surface of the elastic water-stop tubular portion is in pressure contact with the outer surface of the lining pipe. When an earthquake occurs, the elastic waterstop tubular portion is elastically deformed to allow relative displacement between the manhole and the existing pipe.

また、特許文献2では、既設管の内部に更生管を設け、この更生管の端部をマンホール内に突出させ、更生管の端部に管状の可とう止水材を取り付けている。可とう止水材の一端部は、更生管の端部の外周面に固定され、他端部は、マンホールの内壁面に固定されている。地震発生時には、可とう止水材が弾性変形することによってマンホールと既設管の相対変位が許容される。   Moreover, in patent document 2, the renovation pipe | tube is provided inside the existing pipe | tube, the edge part of this renovation pipe | tube is protruded in a manhole, and the tubular flexible water stop material is attached to the edge part of a renovation pipe | tube. One end portion of the flexible water-stopping material is fixed to the outer peripheral surface of the end portion of the rehabilitation pipe, and the other end portion is fixed to the inner wall surface of the manhole. When an earthquake occurs, the flexible material is elastically deformed to allow relative displacement between the manhole and the existing pipe.

また、特許文献3では、既設管の端部を切削した後、既設管の内部に更生管を設け、既設管の端部の外側に形成されている空間に耐震継手を押し込んで取り付けるようにしている。耐震継手は、更生管の外径に略等しい径小円筒部と、空間の内径に略等しい径大円筒部と、径小円筒部及び径大円筒部の端部同士を接続する接続部とを有しており、径小円筒部が更生管の端部に固定され、径大円筒部がマンホールに固定されている。地震発生時には、耐震継手が弾性変形することによってマンホールと既設管の相対変位が許容される。   Moreover, in patent document 3, after cutting the edge part of an existing pipe, a renovated pipe is provided inside the existing pipe, and a seismic joint is pushed into a space formed outside the end part of the existing pipe. Yes. The earthquake-resistant joint includes a small-diameter cylindrical portion that is substantially equal to the outer diameter of the rehabilitated pipe, a large-diameter cylindrical portion that is substantially equal to the inner diameter of the space, and a connection portion that connects the ends of the small-diameter cylindrical portion and the large-diameter cylindrical portion. The small-diameter cylindrical portion is fixed to the end portion of the rehabilitation pipe, and the large-diameter cylindrical portion is fixed to the manhole. When an earthquake occurs, the seismic joint is elastically deformed to allow relative displacement between the manhole and the existing pipe.

特開2009−138434号公報JP 2009-138434 A 特開2010−255205号公報JP 2010-255205 A 特開2011−241617号公報JP 2011-241617 A

ところで、地震の規模によってはマンホールと下水道本管との相対変位が大きくなることがあり、特に下水道本管がその軸方向に大きく変位することが考えられる。この場合、特許文献1では、ライニング管の外面に筒状の弾性止水管状部を圧接しているだけなので、軸方向の大変位に追従させようとすると、弾性止水管状部の軸方向の寸法を長く確保しなければならない。弾性止水管状部の軸方向の寸法が長くなると弾性止水管状部を一部の組立マンホールの様に壁厚が薄い場合には、マンホールの壁部内に収めることができず、その大部分がマンホール内に突出することになり、その突出した部分が下水の流下障害になるとともに、弾性止水管状部の破損や劣化の原因になりやすいという問題がある。   By the way, depending on the magnitude of the earthquake, the relative displacement between the manhole and the sewer main may become large, and the sewer main may be displaced greatly in the axial direction. In this case, in Patent Document 1, since the cylindrical elastic water-stop tubular portion is merely pressed against the outer surface of the lining pipe, if an attempt is made to follow a large axial displacement, the axial direction of the elastic water-stop tubular portion is reduced. Long dimensions must be secured. If the axial dimension of the elastic water blocking tubular part is long, if the wall thickness of the elastic water blocking tubular part is thin like some assembled manholes, it cannot be accommodated in the wall part of the manhole, most of which It protrudes into the manhole, and there is a problem that the protruding portion becomes an obstacle to the flow of sewage, and it is liable to cause damage and deterioration of the elastic water-stop tubular portion.

また、特許文献2では、マンホール内に突出した更生管に可とう止水材を取り付けるようにしているので、可とう止水材が下水の流下障害になるとともに、破損や劣化しやすいという問題がある。   Moreover, in patent document 2, since it is trying to attach a flexible water stop material to the rehabilitation pipe | tube which protruded in the manhole, while the flexible water stop material becomes a sewage flow obstruction, there is a problem that it is easy to break or deteriorate. is there.

さらに、特許文献3では、耐震継手の径小円筒部を更生管の端部に固定し、径大円筒部をマンホールに固定しているので、下水道本管の軸方向の変位は、実質的に、径小円筒部と径大円筒部との接続部及びその近傍の変形でしか許容することができず、大変位に対応するのは難しい。   Furthermore, in Patent Document 3, since the small-diameter cylindrical portion of the earthquake-resistant joint is fixed to the end portion of the rehabilitation pipe and the large-diameter cylindrical portion is fixed to the manhole, the axial displacement of the sewer main is substantially Only the deformation of the connecting portion between the small diameter cylindrical portion and the large diameter cylindrical portion and the vicinity thereof can be allowed, and it is difficult to cope with the large displacement.

つまり、マンホールと下水道本管の接続部分の相対変位を許容するための構造としては、特許文献1〜3に開示されているように様々な構造が考案されているが、いずれの構造も、下水道本管の軸方向の大変位への対応と、流下障害の回避、止水材の破損及び劣化の抑制を両立させることができていないと考えられる。   In other words, various structures have been devised as disclosed in Patent Documents 1 to 3 as a structure for allowing the relative displacement of the connecting portion between the manhole and the sewer main. It is considered that it is not possible to satisfy both the response to the large axial displacement of the main pipe, the prevention of the flow-down obstacle, and the prevention of breakage and deterioration of the water stop material.

本発明は、かかる点に鑑みてなされたものであり、その目的とするところは、地震発生時における管部材の軸方向の大変位を許容して止水性を維持しながら、流下障害を起こすことなく、しかも、破損や劣化しにくい可とう継手及びその取付方法を提供することにある。   The present invention has been made in view of such a point, and the object of the present invention is to allow a large displacement in the axial direction of the pipe member at the time of the occurrence of an earthquake and to cause a flow failure while maintaining a water stop. In addition, it is an object of the present invention to provide a flexible joint that is not easily damaged or deteriorated and a method for attaching the flexible joint.

上記目的を達成するために、本発明では、可とう部材に折り返し部を設けることでマンホールの壁内に収容可能な寸法としながら、管部材の大変位を許容できるようにした。   In order to achieve the above object, in the present invention, a flexible member is provided with a folded portion so that a large displacement of the tube member can be allowed while maintaining a size that can be accommodated in the wall of the manhole.

第1の発明は、
マンホールの壁内に挿入された状態で該マンホールに接続される管部材の接続部分に設けられる可とう継手において、
上記可とう継手は、上記マンホールにおける上記管部材が挿入される壁内に収容された状態で該壁に固定される外筒部材と、上記外筒部材の内部に配設される可とう性を有する止水材からなる可とう部材とを備え、
上記可とう部材は、上記外筒部材の内面に沿って延びるように形成されて該内面に固定される外側固定筒部と、上記管部材の外面に沿って延びるように形成されて該外面に固定される内側固定筒部と、上記外側固定筒部と内側固定筒部との間で折り返された折り返し部とを有し、
上記外筒部材における上記マンホール内側には、上記可とう部材の上記折り返し部が上記マンホール内へ膨出するのを抑制する膨出抑制部が径方向内方へ突出するように設けられていることを特徴とする。
The first invention is
In the flexible joint provided at the connection part of the pipe member connected to the manhole in a state inserted in the wall of the manhole,
The flexible joint has an outer cylinder member fixed to the wall in a state of being accommodated in the wall in which the pipe member in the manhole is inserted, and flexibility disposed in the outer cylinder member. A flexible member made of a waterstop material having,
The flexible member is formed so as to extend along the inner surface of the outer cylinder member and is fixed to the inner surface, and is formed so as to extend along the outer surface of the tube member. An inner fixed tube portion to be fixed, and a folded portion folded between the outer fixed tube portion and the inner fixed tube portion,
Inside the manhole in the outer cylinder member, a bulge restraining portion that suppresses the bulging portion of the flexible member from bulging into the manhole is provided so as to protrude radially inward. It is characterized by.

この構成によれば、可とう部材の外側固定筒部が外筒部材を介してマンホールの壁に固定される一方、可とう部材の内側固定筒部が管部材に固定される。この固定状態において例えばマンホールに対して管部材が軸方向に変位した場合を想定すると、可とう部材の外側固定筒部と内側固定筒部との間に折り返し部があるので、この折り返し部が展開する方向に変形することで管部材の軸方向の変位量が大きく確保される。折り返し部は、外側固定筒部と内側固定筒部との間にあるので、可とう部材の軸方向の寸法は短くて済む。よって、可とう部材の全体もしくはその殆どがマンホールの壁内に収まるので、流下障害になることはなく、また、破損や劣化も抑制される。   According to this structure, while the outer side fixed cylinder part of a flexible member is fixed to the wall of a manhole via an outer cylinder member, the inner side fixed cylinder part of a flexible member is fixed to a pipe member. Assuming that the tube member is displaced in the axial direction with respect to the manhole in this fixed state, for example, there is a folded portion between the outer fixed cylindrical portion and the inner fixed cylindrical portion of the flexible member. A large amount of axial displacement of the pipe member is ensured by deforming in the direction in which the pipe member moves. Since the folded portion is between the outer fixed cylindrical portion and the inner fixed cylindrical portion, the dimension of the flexible member in the axial direction may be short. Therefore, since the whole or most of the flexible member can be accommodated in the wall of the manhole, there is no obstacle to the flow, and damage and deterioration are also suppressed.

また、例えば水圧が可とう部材に対して外部から作用した際には、折り返し部がマンホール内へ膨出するように変形することが考えられるが、この発明ではマンホールの壁に固定された外筒部材に膨出抑制部を設けており、この膨出抑制部によって折り返し部の膨出が抑制されるので、長期間に亘って流下障害が起こりにくくなるとともに、可とう部材の破損や劣化も抑制される。   Further, for example, when the water pressure acts on the flexible member from the outside, it can be considered that the folded portion is deformed so as to bulge into the manhole. In the present invention, the outer cylinder fixed to the wall of the manhole The member is provided with a bulge restraining part, and the bulge restraining part suppresses the bulging of the folded back part, so that it is difficult for a flow-down trouble to occur over a long period of time, and the damage and deterioration of the flexible member are also restrained. Is done.

第2の発明は、第1の発明において、
上記可とう継手は、上記可とう部材の上記外側固定筒部を上記外筒部材の内面に押し付けて固定するための拡張部材を有し、該拡張部材には、上記外筒部材に係合する係合部が設けられていることを特徴とする。
According to a second invention, in the first invention,
The flexible joint has an expansion member for pressing and fixing the outer fixed cylinder portion of the flexible member to the inner surface of the outer cylinder member, and the expansion member engages with the outer cylinder member. An engaging portion is provided.

この構成によれば、拡張部材を拡張させることによって可とう部材の外側固定筒部が外筒部材の内面に押し付けられて固定される。そして、拡張部材の係合部が外筒部材に係合していることで、水圧が作用した場合に可とう部材の位置ずれが抑制される。   According to this configuration, by expanding the expansion member, the outer fixed cylindrical portion of the flexible member is pressed against and fixed to the inner surface of the outer cylindrical member. And since the engaging part of an expansion member is engaging with the outer cylinder member, when a hydraulic pressure acts, the position shift of a flexible member is suppressed.

第3の発明は、第1または2の発明において、
上記膨出抑制部の一部には、切欠部が設けられるとともに、該切欠部を閉塞する閉塞部材が上記外筒部材に着脱可能に取り付けられていることを特徴とする。
According to a third invention, in the first or second invention,
A part of the bulge suppressing part is provided with a notch part, and a closing member for closing the notch part is detachably attached to the outer cylinder member.

この構成によれば、可とう継手を取り付ける際に、閉塞部材を外筒部材から取り外すことで切欠部が開放された状態になるので、この切欠部を介して工具等を外筒部材の内部に差し込んで可とう部材の固定作業が容易に行えるようになる。そして、作業後には、閉塞部材を外筒部材に取り付けて切欠部を閉塞することで可とう部材の折り返し部がマンホール内へ膨出するのを閉塞部材によって抑制することが可能になる。   According to this configuration, when the flexible joint is attached, the notch portion is opened by removing the closing member from the outer cylinder member, so that a tool or the like is placed inside the outer cylinder member via the notch portion. The flexible member can be easily fixed by being inserted. After the work, the closing member is attached to the outer cylinder member and the cutout portion is closed to prevent the folded portion of the flexible member from bulging into the manhole.

第4の発明は、第1から3のいずれか1つの発明において、
上記可とう継手は、上記可とう部材の上記外側固定筒部を上記外筒部材の内面に押し付けて固定するための拡張部材を有し、該拡張部材には、該拡張部材に拡張力を作用させる拡張手段を連結するための連結具を着脱可能に取り付ける取付部が設けられていることを特徴とする。
According to a fourth invention, in any one of the first to third inventions,
The flexible joint has an expansion member for pressing and fixing the outer fixed cylindrical portion of the flexible member to the inner surface of the outer cylindrical member, and the expansion member acts on the expansion member. An attachment portion for detachably attaching a connector for connecting the expansion means to be attached is provided.

この構成によれば、拡張部材によって可とう部材の外側固定筒部を外筒部材に固定する際には、連結具を拡張部材に取り付けておき、この連結具を介して拡張手段を拡張部材に連結し、拡張部材に拡張力を作用させる。そして、固定した後には、連結具を拡張部材の取付部から取り外すことで、連結具が無い分、可とう継手がコンパクトになり、径方向の厚みが薄くなる。これにより、可とう継手を収容するためにマンホールの壁に形成する凹部の径が小さくなるとともに、凹部の深さが浅くなり、マンホールの壁に凹部を形成する作業性が向上する。また、可とう継手の径方向の厚みが薄くなっても管部材との干渉も防止される。   According to this configuration, when the outer fixed cylinder portion of the flexible member is fixed to the outer cylinder member by the expansion member, the coupling tool is attached to the expansion member, and the expansion means is attached to the expansion member via the coupling tool. Connect and apply an expansion force to the expansion member. And after fixing, by removing a connection tool from the attachment part of an expansion member, a flexible joint will become compact and the thickness of radial direction will become thin by the part which does not have a connection tool. Accordingly, the diameter of the recess formed in the manhole wall to accommodate the flexible joint is reduced, the depth of the recess is reduced, and the workability of forming the recess in the manhole wall is improved. Moreover, even if the thickness of the flexible joint in the radial direction is reduced, interference with the pipe member is prevented.

第5の発明は、
マンホールの壁内に挿入された状態で該マンホールに接続されている既設管の接続部分に設けられる可とう継手の取付方法において、
上記既設管に更生管を製管した後、上記マンホールの内側から上記マンホールと上記既設管との接続部分を切削して上記可とう継手を収容するための凹部を形成する工程と、
上記マンホールの壁に形成した凹部に、外筒部材と、該外筒部材の内部に配設される可とう性を有する止水材からなる可とう部材とを備えた上記可とう継手を収容し、上記外筒部材を上記マンホールの壁に固定する工程と、
上記可とう部材の外側固定筒部を上記外筒部材の内面に固定する工程と、
上記可とう部材の内側固定筒部を上記更生管の外面に固定する工程と、
上記外側固定筒部と上記内側固定筒部との間で折り返された折り返し部を設けておき、上記外筒部材における上記マンホール内側には、上記可とう部材の上記折り返し部が上記マンホール内へ膨出するのを抑制する膨出抑制部を設ける工程とを備えていることを特徴とする。
The fifth invention is:
In the mounting method of the flexible joint provided in the connection part of the existing pipe connected to the manhole in a state inserted in the wall of the manhole,
After forming a rehabilitation pipe on the existing pipe, a step of cutting a connecting portion between the manhole and the existing pipe from the inside of the manhole to form a recess for accommodating the flexible joint;
The concave joint formed in the wall of the manhole accommodates the flexible joint provided with an outer cylinder member and a flexible member made of a water-stopping material having flexibility disposed inside the outer cylinder member. Fixing the outer cylinder member to the wall of the manhole;
Fixing the outer fixed cylindrical portion of the flexible member to the inner surface of the outer cylindrical member;
Fixing the inner fixed cylinder part of the flexible member to the outer surface of the rehabilitation pipe;
A folded portion that is folded between the outer fixed cylinder portion and the inner fixed cylinder portion is provided, and the folded portion of the flexible member swells into the manhole inside the manhole in the outer cylinder member. And a step of providing a bulge suppressing portion that suppresses the protrusion.

この構成によれば、既設管に更生管を製管した後に可とう継手が取り付けられる。そして、可とう部材の外側固定筒部と内側固定筒部との間に折り返し部があるので、既設管及び更生管の軸方向の変位量が大きく確保されるとともに、可とう部材の軸方向の寸法が短くて済む。よって、可とう部材の全体もしくはその殆どがマンホールの壁内に収まるので、流下障害になることはなく、また、可とう部材の破損や劣化も抑制される。また、例えば水圧が可とう部材に対して外部から作用した際には、膨出抑制部によって折り返し部の膨出が抑制されるので、長期間に亘って流下障害が起こりにくくなるとともに、可とう部材の破損や劣化も抑制される。   According to this configuration, the flexible joint is attached after the renovated pipe is formed on the existing pipe. And since there is a folded portion between the outer fixed cylinder part and the inner fixed cylinder part of the flexible member, a large amount of axial displacement of the existing pipe and the rehabilitated pipe is ensured, and the axial direction of the flexible member Short dimensions. Therefore, since the whole or most of the flexible member can be accommodated in the wall of the manhole, there is no hindrance to the flow, and damage and deterioration of the flexible member are suppressed. Further, for example, when the water pressure is applied to the flexible member from the outside, the bulge suppressing portion suppresses the bulging of the folded portion, so that it becomes difficult for the flow-out trouble to occur over a long period of time and the flexible portion. Damage and deterioration of the member are also suppressed.

第6の発明は、
マンホールの壁内に挿入された状態で該マンホールに接続されている既設管の接続部分に設けられる可とう継手の取付方法において、
上記マンホールの内側から上記マンホールと上記既設管との接続部分を切削して上記可とう継手を収容するための凹部を形成した後、上記既設管に更生管を製管する工程と、
上記マンホールの壁に形成した凹部に、外筒部材と、該外筒部材の内部に配設される可とう性を有する止水材からなる可とう部材とを備えた上記可とう継手を収容し、上記外筒部材を上記マンホールの壁に固定する工程と、
上記可とう部材の外側固定筒部を上記外筒部材の内面に固定する工程と、
上記可とう部材の内側固定筒部を上記更生管の外面に固定するとともに、上記外側固定筒部と上記内側固定筒部との間で折り返された折り返し部を設けておき、上記外筒部材における上記マンホール内側には、上記可とう部材の上記折り返し部が上記マンホール内へ膨出するのを抑制する膨出抑制部を設ける工程とを備えていることを特徴とする。
The sixth invention is:
In the mounting method of the flexible joint provided in the connection part of the existing pipe connected to the manhole in a state inserted in the wall of the manhole,
After forming a recess for accommodating the flexible joint by cutting a connection portion between the manhole and the existing pipe from the inside of the manhole, a step of producing a renovated pipe on the existing pipe;
The concave joint formed in the wall of the manhole accommodates the flexible joint provided with an outer cylinder member and a flexible member made of a water-stopping material having flexibility disposed inside the outer cylinder member. Fixing the outer cylinder member to the wall of the manhole;
Fixing the outer fixed cylindrical portion of the flexible member to the inner surface of the outer cylindrical member;
While fixing the inner side fixed cylinder part of the said flexible member to the outer surface of the said rehabilitation pipe | tube, the folding | returning part turned back between the said outer side fixed cylinder part and the said inner side fixed cylinder part is provided, In the said outer cylinder member And a step of providing a bulging suppressing portion for suppressing the folding portion of the flexible member from bulging into the manhole inside the manhole.

この構成によれば、可とう継手を収容するための凹部を形成した後、既設管に更生管を製管することができる。そして、第5の発明と同様に、既設管及び更生管の軸方向の変位量が大きく確保されるとともに、可とう部材が流下障害になることはなく、また、可とう部材の破損や劣化も抑制される。また、例えば水圧が可とう部材に対して外部から作用した際には折り返し部の膨出が抑制されるので、長期間に亘って流下障害が起こりにくくなるとともに、可とう部材の破損や劣化も抑制される。   According to this structure, after forming the recessed part for accommodating a flexible joint, a renovated pipe can be manufactured to an existing pipe. As in the fifth aspect, the axial displacement of the existing pipe and the rehabilitated pipe is ensured to be large, and the flexible member does not become an obstacle to the flow, and the flexible member is not damaged or deteriorated. It is suppressed. In addition, for example, when the water pressure acts on the flexible member from the outside, the bulging of the folded portion is suppressed, so that it is difficult for flow failure to occur over a long period of time, and the flexible member is also damaged or deteriorated. It is suppressed.

第1の発明によれば、マンホールの壁内に収容された状態で固定される外筒部材の内部に可とう部材を配設し、可とう部材は、外筒部材の内面に固定される外側固定筒部と、管部材の外面に固定される内側固定筒部と、外側固定筒部と内側固定筒部との間で折り返された折り返し部とを有しており、可とう部材の折り返し部がマンホール内へ膨出するのを外筒部材によって抑制するようにしている。これにより、地震発生時における管部材の軸方向の大変位を許容して止水性を維持しながら、流下障害を起こすことなく、しかも、破損や劣化しにくい可とう継手とすることができる。   According to the first aspect of the present invention, the flexible member is disposed inside the outer cylindrical member that is fixed while being accommodated in the wall of the manhole, and the flexible member is an outer side fixed to the inner surface of the outer cylindrical member. It has a fixed cylinder part, an inner fixed cylinder part fixed to the outer surface of the tube member, and a folded part folded back between the outer fixed cylinder part and the inner fixed cylinder part, and the folded part of the flexible member Is suppressed by the outer cylinder member. Thereby, it is possible to provide a flexible joint that is not easily damaged or deteriorated without causing a flow-down failure while allowing a large displacement in the axial direction of the pipe member at the time of the occurrence of an earthquake and maintaining a water-stopping property.

第2の発明によれば、可とう部材の外側固定筒部を外筒部材の内面に押し付けて固定するための拡張部材に、外筒部材に係合する係合部を設けたので、水圧が作用した場合に可とう部材の位置ずれを抑制することができる。   According to the second aspect of the present invention, since the expansion member for pressing and fixing the outer fixed cylindrical portion of the flexible member to the inner surface of the outer cylindrical member is provided with the engaging portion that engages with the outer cylindrical member, the hydraulic pressure is increased. When acted, the displacement of the flexible member can be suppressed.

第3の発明によれば、膨出抑制部の一部に切欠部を設け、該切欠部を閉塞する閉塞部材を外筒部材に着脱可能に取り付けたので、可とう部材の固定作業を容易に行うことができる。   According to the third aspect of the invention, the notch portion is provided in a part of the bulge suppressing portion, and the closing member that closes the notch portion is detachably attached to the outer cylinder member, so that the flexible member can be easily fixed. It can be carried out.

第4の発明によれば、拡張手段を連結するための連結具を拡張部材に着脱可能に取り付けることができるので、可とう継手をコンパクトにして径方向の厚みを薄くできる。これにより、可とう継手を収容するためにマンホールの壁に形成する凹部の径を小さくすることができるとともに、凹部の深さを浅くすることができ、作業性を向上させることができる。また、可とう継手の径方向の厚みが薄くなっても、管部材との干渉も防止することができる。   According to the fourth invention, since the connector for connecting the expansion means can be detachably attached to the expansion member, the flexible joint can be made compact and the thickness in the radial direction can be reduced. Thereby, the diameter of the recess formed in the wall of the manhole to accommodate the flexible joint can be reduced, the depth of the recess can be reduced, and workability can be improved. Moreover, even if the thickness of the flexible joint in the radial direction is reduced, interference with the pipe member can be prevented.

第5、6の発明によれば、既設管に更生管を製管して改修する場合に可とう継手を設けることができる。そして、可とう継手によって地震発生時における管部材の軸方向の大変位を許容して止水性を維持しながら、流下障害を起こすことなく、しかも、可とう継手が破損や劣化し難いものとすることができる。   According to the fifth and sixth inventions, a flexible joint can be provided when a rehabilitation pipe is manufactured and repaired on an existing pipe. The flexible joint allows a large displacement in the axial direction of the pipe member in the event of an earthquake and maintains water-stopping, without causing a flow-through obstruction and making the flexible joint difficult to break or deteriorate. be able to.

実施形態に係る可とう継手が取り付けられたマンホールと更生管の断面図である。It is sectional drawing of the manhole and the rehabilitation pipe | tube with which the flexible joint which concerns on embodiment was attached. 可とう継手をマンホール内側から見た図である。It is the figure which looked at the flexible joint from the manhole inner side. 外筒部材の斜視図である。It is a perspective view of an outer cylinder member. 閉塞部材を取り外した状態の可とう継手をマンホール内側から見た図である。It is the figure which looked at the flexible joint of the state which removed the obstruction | occlusion member from the manhole inner side. 拡張バンドをマンホール外側から見た図である。It is the figure which looked at the expansion band from the manhole outer side. 拡張バンドの分離部近傍の拡大図である。It is an enlarged view of the separation part vicinity of an expansion band. 拡張バンドに連結具を取り付けた状態の図6相当図である。FIG. 7 is a view corresponding to FIG. 6 in a state in which a connector is attached to the extension band. 拡張バンドを拡張した状態の図6相当図である。FIG. 7 is a view corresponding to FIG. 6 in a state where the extension band is extended. 拡張後の拡張バンドから連結具を取り外した状態の図6相当図である。FIG. 7 is a view corresponding to FIG. 6 in a state in which a connector is removed from the expanded band after expansion. 可とう継手を取り付ける前のマンホールの断面図である。It is sectional drawing of the manhole before attaching a flexible joint. マンホール及び既設管の端部を切削した状態を示す図10相当図である。It is FIG. 10 equivalent view which shows the state which cut the end part of the manhole and the existing pipe. 更生管を製管した状態を示す図10相当図である。It is FIG. 10 equivalent view which shows the state which manufactured the rehabilitation pipe | tube. 可とう継手を凹部に配置した状態を示す図10相当図である。FIG. 11 is a view corresponding to FIG. 10 showing a state in which the flexible joint is disposed in the recess. 外部から水圧が作用した場合を示す可とう継手の拡大図である。It is an enlarged view of a flexible joint which shows the case where water pressure acts from the outside. マンホール及び既設管を切削する前に更生管を製管した状態を示す図10相当図である。It is FIG. 10 equivalent view which shows the state which manufactured the renovated pipe before cutting a manhole and an existing pipe. 更生管を製管した後にマンホール及び既設管を切削した状態を示す図10相当図である。FIG. 11 is a view corresponding to FIG. 10 showing a state where a manhole and an existing pipe are cut after the rehabilitated pipe is manufactured. 実施形態の変形例に係る図3相当図である。FIG. 4 is a view corresponding to FIG. 3 according to a modification of the embodiment.

以下、本発明の実施形態を図面に基づいて詳細に説明する。尚、以下の好ましい実施形態の説明は、本質的に例示に過ぎず、本発明、その適用物或いはその用途を制限することを意図するものではない。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. It should be noted that the following description of the preferred embodiment is merely illustrative in nature, and is not intended to limit the present invention, its application, or its use.

図1は、本発明の実施形態に係る可とう継手1が取り付けられたマンホール100と既設管101と更生管102の断面図である。マンホール100と既設管101と更生管102によって下水道管渠施設が構成されている。マンホール100の壁104は、コンクリート製であり、上下方向に延びる円筒状に形成されている。既設管101は下水道本管であり、略水平方向に延びるコンクリート製の円管部材で構成されている。既設管101は、老朽化等で破損したり、クラックや腐食が発生して耐荷能力や流下能力が低下することがあり、この場合に既設管101の内部に更生管102を製管して改修を行い、この場合、既設管101と更生管102とで下水道本管が構成される。   FIG. 1 is a cross-sectional view of a manhole 100, an existing pipe 101, and a rehabilitation pipe 102 to which a flexible joint 1 according to an embodiment of the present invention is attached. The manhole 100, the existing pipe 101 and the renovated pipe 102 constitute a sewerage pipe facility. The wall 104 of the manhole 100 is made of concrete and is formed in a cylindrical shape extending in the vertical direction. The existing pipe 101 is a sewer main, and is composed of a concrete circular pipe member extending in a substantially horizontal direction. The existing pipe 101 may be damaged due to aging, etc., or cracking and corrosion may occur, resulting in a decrease in load carrying capacity and flow capacity. In this case, the renovated pipe 102 is piped inside the existing pipe 101 for repair. In this case, the existing pipe 101 and the renovated pipe 102 constitute a sewer main.

更生管102の製管工法としては、主に自立管、複合管があるが、この実施形態の更生管102は自立管である。自立管の形成方法は、熱硬化、光硬化及び熱形成に大別され、施工法としては、反転工法と形成工法とがあり、いずれの方法で更生管102を製管してもよい。更生管102の使用材料としては、不飽和ポリエステル樹脂、エポキシ樹脂、ビニルエステル樹脂、硬質塩化ビニル樹脂、高密度ポリエチレン樹脂等があり、硬質塩化ビニル樹脂や高密度ポリエチレン樹脂以外の材料を使用する場合には、熱硬化性樹脂を含浸させた不織布等も使用する。また、樹脂材にガラス繊維を織り込んで補強した材料を使用して更生管102を製管することも可能である。   As the pipe making method of the rehabilitation pipe 102, there are mainly a self-supporting pipe and a composite pipe. The rehabilitation pipe 102 of this embodiment is a self-supporting pipe. The forming method of the self-supporting pipe is roughly divided into thermosetting, photocuring, and thermoforming, and there are an inversion method and a forming method as construction methods, and the rehabilitated tube 102 may be formed by any method. The materials used for the rehabilitation tube 102 include unsaturated polyester resin, epoxy resin, vinyl ester resin, hard vinyl chloride resin, high-density polyethylene resin, etc. When using materials other than hard vinyl chloride resin and high-density polyethylene resin For this, a nonwoven fabric impregnated with a thermosetting resin is also used. It is also possible to manufacture the rehabilitated tube 102 using a material reinforced by weaving glass fibers into a resin material.

詳細は後述するが、更生管102の端部は、既設管101の端部と比べたときに既設管101の端部よりもマンホール100内側へ突出するように形成される。更生管102の端部は、マンホール100の壁104の内面と同一面上か、もしくは壁104の内面から若干、外側に位置するように配置される。   Although details will be described later, the end portion of the rehabilitating pipe 102 is formed so as to protrude more into the manhole 100 than the end portion of the existing pipe 101 when compared with the end part of the existing pipe 101. The end portion of the rehabilitation pipe 102 is disposed so as to be flush with the inner surface of the wall 104 of the manhole 100 or slightly outside the inner surface of the wall 104.

更生管102の端部は、マンホール100の壁104内に挿入された状態で該マンホール100の内部に連通するように接続される。可とう継手1は、更生管102の接続部分に設けられ、更生管102とマンホール100との間の止水性を確保しながら、マンホール100と、既設管101及び更生管102との相対変位を許容するためのものである。マンホール100と、既設管101及び更生管102との相対変位は、例えば地震発生時等に起こり、特に既設管101及び更生管102の軸方向の変位量が大きい。   The end of the rehabilitation pipe 102 is connected so as to communicate with the inside of the manhole 100 while being inserted into the wall 104 of the manhole 100. The flexible joint 1 is provided at a connection portion of the rehabilitation pipe 102 and allows relative displacement between the manhole 100, the existing pipe 101 and the rehabilitation pipe 102 while ensuring water-stopping between the rehabilitation pipe 102 and the manhole 100. Is to do. The relative displacement between the manhole 100 and the existing pipe 101 and the rehabilitated pipe 102 occurs, for example, when an earthquake occurs, and the amount of axial displacement of the existing pipe 101 and the rehabilitated pipe 102 is particularly large.

可とう継手1は、外筒部材10と、可とう部材20と、拡張バンド(拡張部材)30と、締結バンド40、40とを備えている。締結バンド40は、1つであってもよい。外筒部材1は、マンホール100における更生管102が挿入される壁104内(壁104の内面と外面との間の部分)に収容された状態で該壁104に固定される。図2及び図3に示すように、外筒部材10は、円筒部11と、端板部(膨出抑制部)12とを有している。円筒部11及び端板部12は、例えばステンレス鋼鈑等の強度の高い材料からなるものであるが、これに限らず、例えば、防錆メッキ鋼、硬質プラスチック、繊維補強プラスチック等の材料を単独で使用して構成することや、これらの材料を任意に組み合わせた複合材料等を使用して構成することもできる。   The flexible joint 1 includes an outer cylinder member 10, a flexible member 20, an expansion band (expansion member) 30, and fastening bands 40 and 40. There may be one fastening band 40. The outer cylinder member 1 is fixed to the wall 104 in a state in which the outer cylinder member 1 is accommodated in the wall 104 (the portion between the inner surface and the outer surface of the wall 104) in which the rehabilitation pipe 102 in the manhole 100 is inserted. As shown in FIGS. 2 and 3, the outer cylinder member 10 includes a cylindrical portion 11 and an end plate portion (a bulge suppressing portion) 12. The cylindrical portion 11 and the end plate portion 12 are made of a material having high strength such as a stainless steel plate, but are not limited thereto, and for example, a material such as rust-proof plated steel, hard plastic, or fiber reinforced plastic is used alone. It is also possible to use a composite material that is an arbitrary combination of these materials.

円筒部11は、既設管101の外径よりも大きな内径を有し、更生管102の端部を囲むように配設される。円筒部11の内径は、該円筒部11の内面と既設管101の端部の外面との間に可とう部材20を配設することのできる空間を形成することができるように、更生管102の外径よりも十分に大きな径に設定される。円筒部11の軸方向の寸法は、マンホール100の壁104の厚み寸法よりも短く設定されている。円筒部11の上部には、開放部11aが設けられている。開放部11aは、円筒部11の一部を切り欠くことによって形成されている。開放部11aにおける円筒部11の軸方向の寸法が長いと、止水性が低下する恐れがあるので、開放部11aにおける円筒部11の軸方向の寸法は、円筒部11の軸方向の寸法の1/2以下に設定するのが好ましい。   The cylindrical part 11 has an inner diameter larger than the outer diameter of the existing pipe 101 and is disposed so as to surround the end part of the rehabilitated pipe 102. The inner diameter of the cylindrical portion 11 is set so that a space in which the flexible member 20 can be disposed between the inner surface of the cylindrical portion 11 and the outer surface of the end portion of the existing tube 101 can be formed. The diameter is set to be sufficiently larger than the outer diameter. The axial dimension of the cylindrical portion 11 is set to be shorter than the thickness dimension of the wall 104 of the manhole 100. An open part 11 a is provided on the upper part of the cylindrical part 11. The open part 11 a is formed by cutting out a part of the cylindrical part 11. If the dimension in the axial direction of the cylindrical part 11 in the open part 11a is long, the water stoppage may be lowered. Therefore, the dimension in the axial direction of the cylindrical part 11 in the open part 11a is 1 of the dimension in the axial direction of the cylindrical part 11. It is preferable to set it to / 2 or less.

端板部12は、円筒部11における軸方向一側の縁部から径方向内方へ突出するように設けられている。円筒部11における軸方向一側とは、図1に示す左側のこと、つまり、マンホール100内側のことである。端板部12は、詳細は後述するが、可とう部材20の折り返し部23が外部からの水圧によってマンホール100内へ膨出するのを抑制するための部分であり、円筒部11に対して強固に固定されている。図1に示すように、取付状態では、端板部12の径方向内縁部は、更生管102の端部の外面よりも径方向外側に離れており、端板部12の内縁部と更生管102の端部の外面との間には隙間が形成されている。隙間の寸法aは、地震発生時にマンホール100と更生管102とが相対変位した場合に、更生管102が端板部12に接触して更生管102の動きを阻害しないように設定する。具体的には、更生管102が、図1に示す状態から軸線が5°程度傾いたときに更生管102の端部が端板部12に接触しないように設定するのが好ましい。   The end plate portion 12 is provided so as to protrude radially inward from an edge portion on one side in the axial direction of the cylindrical portion 11. One side in the axial direction in the cylindrical portion 11 is the left side shown in FIG. 1, that is, the inside of the manhole 100. Although details will be described later, the end plate portion 12 is a portion for suppressing the folded portion 23 of the flexible member 20 from bulging into the manhole 100 due to external water pressure, and is strong against the cylindrical portion 11. It is fixed to. As shown in FIG. 1, in the mounted state, the radially inner edge portion of the end plate portion 12 is separated radially outward from the outer surface of the end portion of the rehabilitated tube 102, and the inner edge portion of the end plate portion 12 and the rehabilitated tube A gap is formed between the outer surface of the end portion of 102. The clearance dimension a is set so that when the manhole 100 and the rehabilitation pipe 102 are relatively displaced at the time of the occurrence of the earthquake, the rehabilitation pipe 102 does not come into contact with the end plate portion 12 and inhibit the movement of the rehabilitation pipe 102. Specifically, it is preferable that the rehabilitation tube 102 is set so that the end of the rehabilitation tube 102 does not contact the end plate portion 12 when the axis is inclined by about 5 ° from the state shown in FIG.

また、寸法aは、可とう部材20を構成する部材の厚みの3倍以下に設定しておくのが好ましい。これにより、例えば外部の水圧によって可とう部材20がマンホール100内へ膨出しようとした際に、端板部12の内縁部と更生管102の端部の外面との間の隙間からマンホール100内へ膨出するのが効果的に抑制される。尚、寸法aは、可とう部材20の材質や形状、厚み等によって変えることもできる。   The dimension a is preferably set to be not more than three times the thickness of the member constituting the flexible member 20. Thus, for example, when the flexible member 20 is about to bulge into the manhole 100 due to external water pressure, the gap between the inner edge portion of the end plate portion 12 and the outer surface of the end portion of the rehabilitation pipe 102 is increased in the manhole 100. It is effectively suppressed from bulging out. The dimension a can be changed depending on the material, shape, thickness, and the like of the flexible member 20.

図3に示すように、端板部12の上部には、切欠部12aが設けられている。この切欠部12aは、端板部12の上側部分をマンホール100内側へ開放することによって締結バンド40、40の締結用工具を円筒部12内に容易に挿入可能にするための工具挿入部を構成している。切欠部12aの幅は締結用工具を挿入することができる程度であればよく、この実施形態では、円筒部11の開放部11aの幅と同じに設定し、切欠部12aと開放部11aとが連なるようにしている。切欠部12aの幅は、締結用工具を使用する際の作業性を考慮すると広い方が好ましいが、広くなると水圧を受けたときに端板部12が変形しやすくなるので、端板部12の周長の1/4以下が好ましい。   As shown in FIG. 3, a cutout portion 12 a is provided on the upper portion of the end plate portion 12. This notch portion 12a constitutes a tool insertion portion for allowing the fastening tools of the fastening bands 40, 40 to be easily inserted into the cylindrical portion 12 by opening the upper portion of the end plate portion 12 to the inside of the manhole 100. doing. The width of the notch portion 12a is not limited as long as the fastening tool can be inserted. In this embodiment, the width of the notch portion 12a and the opening portion 11a is set to be the same as the width of the opening portion 11a of the cylindrical portion 11. It tries to be connected. The width of the notch 12a is preferably wide in consideration of workability when using a fastening tool. However, when the width becomes wide, the end plate 12 is easily deformed when subjected to water pressure. 1/4 or less of the circumference is preferable.

また、端板部12における切欠部12aの両縁部近傍には、図2に示す締結部材14が挿通する挿通孔12b、12bがそれぞれ形成されている。   Further, insertion holes 12b and 12b through which the fastening members 14 shown in FIG. 2 are inserted are formed in the vicinity of both edge portions of the notch portion 12a in the end plate portion 12, respectively.

可とう継手1は、切欠部12aを閉塞するための閉塞部材13を備えている。閉塞部材13は、外筒部材10と同様に鋼板等からなるものであり、切欠部12aを閉塞する縦板部(膨出抑制部)13aと、開放部11aを閉塞する円弧板部13bとを有している。円弧板部13bは、円筒部11の上面に沿う円弧状に湾曲しており、開放部11aを上方から覆うことができるようになっている。   The flexible joint 1 includes a closing member 13 for closing the notch 12a. The closing member 13 is made of a steel plate or the like similarly to the outer cylinder member 10, and includes a vertical plate portion (a bulge suppressing portion) 13a that closes the notch portion 12a, and an arc plate portion 13b that closes the open portion 11a. Have. The arc plate portion 13b is curved in an arc shape along the upper surface of the cylindrical portion 11, and can cover the open portion 11a from above.

縦板部13aは、円弧板部13bの縁部から下方へ延びており、その下縁部は、端板部12の径方向内縁部と連なるように延びている。縦板部13aは、端板部12と同様に、可とう部材20がマンホール100内へ膨出するのを抑制するためのものであり、端板部12に沿うように延びている。縦板部13aの幅は、切欠部12aの幅よりも長くなっている。縦板部13aの両端近傍には、締結部材14が挿通する挿通孔13c、13cがそれぞれ形成されており、縦板部13aの挿通孔13c、13cと、端板部12の挿通孔12b、12bとは一致するようになっている。   The vertical plate portion 13 a extends downward from the edge portion of the arc plate portion 13 b, and the lower edge portion extends so as to be continuous with the radially inner edge portion of the end plate portion 12. Similar to the end plate portion 12, the vertical plate portion 13 a is for suppressing the flexible member 20 from bulging into the manhole 100 and extends along the end plate portion 12. The width | variety of the vertical board part 13a is longer than the width | variety of the notch part 12a. Insertion holes 13c and 13c through which the fastening member 14 is inserted are formed in the vicinity of both ends of the vertical plate portion 13a. The insertion holes 13c and 13c of the vertical plate portion 13a and the insertion holes 12b and 12b of the end plate portion 12 are formed. Is in agreement.

そして、縦板部13aの挿通孔13c、13cと、端板部12の挿通孔12b、12bに締結部材14を挿通することで、閉塞部材13が外筒部材10に着脱可能に取り付けられる。締結部材14は、例えばボルト及びナット等で構成することができ、寸切りボルトを端板部12に溶接しておき、縦板部13aの挿通孔13c、13cに寸切りボルトを挿通させた後、ナットを寸切りボルトに螺合させるようにして締結することもできる。着脱可能に固定する方法としては、上記した方法に限らず、工具等を使用して施工現場で締結作業を行うことができる方法であればよい。   Then, the closing member 13 is detachably attached to the outer cylinder member 10 by inserting the fastening member 14 through the insertion holes 13c and 13c of the vertical plate portion 13a and the insertion holes 12b and 12b of the end plate portion 12. The fastening member 14 can be composed of, for example, a bolt and a nut, and after the dimensioned bolt is welded to the end plate part 12 and the dimensioned bolt is inserted into the insertion holes 13c and 13c of the vertical plate part 13a. It is also possible to fasten the nut by screwing it onto the dimensioning bolt. The method of detachably fixing is not limited to the method described above, and any method can be used as long as a fastening operation can be performed at a construction site using a tool or the like.

可とう部材20は、可とう性及び弾性を有する止水材からなるものであり、材料としては、例えばスチレン・ブタジエンゴム、EPDM、クロロプレンゴム等の合成ゴムや天然ゴム及び軟質塩化ビニル樹脂、熱可塑性エラストマー等からなる群より選択できる。図1に示すように、可とう部材20は、断面が略S字状をなしている。すなわち、可とう部材20は、外筒部材10の内面に沿って延びるように形成されて該内面に固定される外側固定筒部21と、更生管102の外面に沿って延びるように形成されて該外面に固定される内側固定筒部22と、外側固定筒部21と内側固定筒部22との間で折り返された折り返し部23とを有している。   The flexible member 20 is made of a water-stopping material having flexibility and elasticity. Examples of the material include synthetic rubber such as styrene / butadiene rubber, EPDM and chloroprene rubber, natural rubber, soft vinyl chloride resin, heat It can be selected from the group consisting of plastic elastomers and the like. As shown in FIG. 1, the flexible member 20 has a substantially S-shaped cross section. That is, the flexible member 20 is formed so as to extend along the inner surface of the outer cylinder member 10, and is formed so as to extend along the outer surface of the rehabilitating tube 102 and the outer fixed cylinder portion 21 fixed to the inner surface. It has the inner side fixed cylinder part 22 fixed to this outer surface, and the folding | returning part 23 return | folded between the outer side fixed cylinder part 21 and the inner side fixed cylinder part 22. FIG.

外側固定筒部21の軸方向の外端部には、径方向内側へ突出する外端突出部21aが形成されている。外側固定筒部21の軸方向の内端部には、径方向内側へ突出する内端突出部21bが形成されている。また、内側固定筒部22には、径方向外側へ突出する第1突出部22a及び第2突出部22bが軸方向に互いに間隔をあけて形成されている。   An outer end protruding portion 21 a that protrudes radially inward is formed at the outer end portion in the axial direction of the outer fixed cylinder portion 21. An inner end protruding portion 21 b that protrudes inward in the radial direction is formed at the inner end portion in the axial direction of the outer fixed cylinder portion 21. Further, the inner fixed cylindrical portion 22 is formed with a first protruding portion 22a and a second protruding portion 22b protruding outward in the radial direction and spaced apart from each other in the axial direction.

折り返し部23は、外側固定筒部21から外筒部材10の内面に沿ってマンホール100の内側へ向けて延びた後、径方向内方、かつ、マンホール100の外側へ向けて延び、その後、更生管102の外面に沿ってマンホール100の内側へ向けて延びている。このように折り返し部23を形成することで、例えば更生管102がマンホール100の内外方向(更生管102の軸方向)へ相対変位しようとした際、折り返し部23が展開するように変形することで変位量が大きく確保される。従って、可とう部材20の軸方向の寸法を短くしながら、折り返し部23の展開によって更生管102の軸方向の大変位に対応することが可能になる。大変位とは、例えば更生管102が水平面に対して5°傾いた状態でマンホール100から80mm引き抜かれる変位や、更生管102が水平面に対して1°傾いた状態でマンホール100内へ40mm押し込まれる変位である。   The folded portion 23 extends from the outer fixed cylindrical portion 21 along the inner surface of the outer cylindrical member 10 toward the inside of the manhole 100, then extends radially inward and outward of the manhole 100, and then rehabilitates. It extends toward the inside of the manhole 100 along the outer surface of the tube 102. By forming the folded portion 23 in this manner, for example, when the rehabilitating tube 102 is about to be displaced relative to the inside / outside direction of the manhole 100 (the axial direction of the rehabilitating tube 102), the folded portion 23 is deformed so as to expand. A large amount of displacement is secured. Therefore, it is possible to cope with a large displacement in the axial direction of the rehabilitation pipe 102 by developing the folded portion 23 while shortening the dimension in the axial direction of the flexible member 20. The large displacement is, for example, a displacement in which the rehabilitation pipe 102 is pulled by 80 mm from the manhole 100 in a state where the rehabilitation pipe 102 is inclined by 5 ° with respect to the horizontal plane, or 40 mm is pushed into the manhole 100 in a state where the rehabilitation pipe 102 is inclined by 1 ° with respect to the horizontal plane Displacement.

拡張バンド30は、可とう部材20の外側固定筒部21を外筒部材10の内面に押し付けて固定するためものであり、外筒部材10と同様な材料で構成することができる。拡張バンド30の本体部分は、可とう部材20の外側固定筒部21の内面に沿って延びるように形成されており、図5に示すようにその周方向の1箇所が切断された環状をなしている。図1に示すように、拡張バンド30の本体部分は、可とう部材20の外側固定筒部21の外端突出部21aと内端突出部21bとの間に嵌まるようになっている。拡張バンド30には、マンホール100の壁104に係合する4つの係合部31、31、…が設けられている。係合部31の数は、図5に示すように好ましくは4つであるが、少なくとも2つあればよい。   The expansion band 30 is for pressing and fixing the outer fixed cylinder portion 21 of the flexible member 20 to the inner surface of the outer cylinder member 10, and can be made of the same material as the outer cylinder member 10. The main body portion of the expansion band 30 is formed so as to extend along the inner surface of the outer fixed cylinder portion 21 of the flexible member 20, and as shown in FIG. 5, has an annular shape in which one place in the circumferential direction is cut. ing. As shown in FIG. 1, the main body portion of the extension band 30 is fitted between the outer end protruding portion 21 a and the inner end protruding portion 21 b of the outer fixed cylinder portion 21 of the flexible member 20. The expansion band 30 is provided with four engaging portions 31, 31,... That engage with the wall 104 of the manhole 100. As shown in FIG. 5, the number of the engaging portions 31 is preferably four, but it is sufficient that there are at least two.

係合部31、31、…は、拡張バンド30の周方向に互いに間隔をあけて配置されている。係合部31は、拡張バンド30の本体部分の内面に固定される固定板部31aと、固定板部31aの端部から径方向外方へ突出する突出板部31bとを有している。拡張バンド30が可とう部材20の外側固定筒部21を外筒部材10の内面に固定した状態で、突出板部31bの突出方向先端部は、外筒部材10の外面よりも径方向外方へ突出しており、この突出部分が外筒部材10に対してマンホール100の外側から係合するようになっている。係合部31が外筒部材10に係合することで、拡張バンド30が外筒部材10を介してマンホール100の壁104に固定されることになり、その結果、水圧による可とう部材20の変位が抑制される。突出板部31bにおける拡張バンド30の径方向への突出量が大きいと、マンホール100の切削範囲が広がるので突出量は少ない方がよい。   The engaging portions 31, 31,... Are arranged at intervals in the circumferential direction of the expansion band 30. The engaging portion 31 includes a fixed plate portion 31a that is fixed to the inner surface of the main body portion of the extension band 30, and a protruding plate portion 31b that protrudes radially outward from the end portion of the fixed plate portion 31a. With the expansion band 30 fixing the outer fixed cylindrical portion 21 of the flexible member 20 to the inner surface of the outer cylindrical member 10, the protruding end portion of the protruding plate portion 31 b is radially outward from the outer surface of the outer cylindrical member 10. The protruding portion engages with the outer cylinder member 10 from the outside of the manhole 100. When the engaging portion 31 engages with the outer cylinder member 10, the expansion band 30 is fixed to the wall 104 of the manhole 100 via the outer cylinder member 10, and as a result, the flexible member 20 caused by water pressure is fixed. Displacement is suppressed. If the protruding amount of the extension band 30 in the protruding plate portion 31b in the radial direction is large, the cutting range of the manhole 100 is widened.

拡張バンド30の本体部分の外面には、ガイド板33が設けられている。ガイド板33は、拡張バンド30の切断された部分を外方から覆うように配置され、拡張バンド30の本体部分の周方向一端部に固定されている。拡張バンド30の本体部分の周方向他端部はガイド板33上を摺動可能となっている。   A guide plate 33 is provided on the outer surface of the main body portion of the extension band 30. The guide plate 33 is disposed so as to cover the cut portion of the extension band 30 from the outside, and is fixed to one end portion in the circumferential direction of the main body portion of the extension band 30. The other end in the circumferential direction of the main body portion of the extension band 30 can slide on the guide plate 33.

図6〜図9に示すように、拡張バンド30には、拡張バンド30に拡張力を作用させる拡張装置(拡張手段)を連結するための連結具35を着脱可能に取り付ける取付部36が設けられている。取付部36は、金属製の板材で構成されており、拡張バンド30の本体部分の周方向一端部近傍と他端部近傍とにそれぞれ溶接によって固定されている。取付部36の縁部は、拡張バンド30の本体部分の内面から径方向内方に離れている。   As shown in FIGS. 6 to 9, the extension band 30 is provided with a mounting portion 36 for detachably attaching a connection tool 35 for connecting an expansion device (expansion means) for applying an expansion force to the expansion band 30. ing. The attachment part 36 is comprised with the metal board | plate material, and is being fixed by welding to the circumferential direction one end part vicinity of the main body part of the expansion band 30, and the other end part vicinity, respectively. The edge of the attachment portion 36 is spaced radially inward from the inner surface of the main body portion of the expansion band 30.

連結具35は、拡張装置を差し込むための孔部35aと、取付部36の縁部を差し込むための凹部35bとが形成されている。凹部35bに取付部36の縁部を差し込むことで、連結具35が取付部36に固定された状態となり、また、取付部36の縁部を凹部35bから抜くことで連結具35が取付部36から取り外された状態になるので、取付部36を連結具35に容易に着脱することが可能である。   The connector 35 is formed with a hole 35a for inserting the expansion device and a recess 35b for inserting the edge of the attachment portion 36. By inserting the edge of the mounting portion 36 into the recess 35b, the connecting tool 35 is fixed to the mounting portion 36. When the edge of the mounting portion 36 is removed from the recess 35b, the connecting tool 35 is attached to the mounting portion 36. Therefore, the attachment portion 36 can be easily attached to and detached from the connector 35.

図示しないが、拡張装置は例えば油圧シリンダ等の拡張力発生部と、拡張力発生部で発生された拡張力を連結具35、35に作用させるための一対のアームとを有しており、各アームの先端部が連結具35の孔部35aに挿入可能となっている。各アームの先端部を連結具35の孔部35aに挿入した状態で、拡張力発生部による拡張力をアームを介して連結具35に作用させると、取付部36、36の間隔が拡大するように、即ち、拡張バンド30の本体部分の周方向両端部の間隔が拡大するように拡張力が作用し、これにより、拡張バンド30の径が拡大して可とう部材20の外側固定筒部21が外筒部材10の内面に押し付けられて固定される。拡張バンド30を所望の径となるまで拡張させた後、拡張バンド30の本体部分の周方向両端部の間に、隙間を埋めるスペーサ(図示せず)を嵌めることで拡張後の径が維持されるので、拡張装置及び連結具35を拡張バンド30から取り外すことができる。尚、拡張装置は、例えば特開平9−329277号公報の図4に示すような装置を用いることができる。   Although not shown, the expansion device includes, for example, an expansion force generation unit such as a hydraulic cylinder, and a pair of arms for causing the expansion force generated by the expansion force generation unit to act on the couplers 35 and 35. The tip of the arm can be inserted into the hole 35 a of the connector 35. When the expansion force generated by the expansion force generating portion is applied to the connecting device 35 via the arm in a state where the tip portion of each arm is inserted into the hole 35a of the connecting device 35, the interval between the attachment portions 36 and 36 is increased. In other words, the expansion force acts so that the distance between the circumferential end portions of the main body portion of the expansion band 30 is increased, whereby the diameter of the expansion band 30 is expanded and the outer fixed cylindrical portion 21 of the flexible member 20 is expanded. Is pressed against the inner surface of the outer cylinder member 10 and fixed. After the expansion band 30 is expanded to a desired diameter, a spacer (not shown) that fills the gap is fitted between both circumferential ends of the main body portion of the expansion band 30 to maintain the expanded diameter. Therefore, the expansion device and the connecting tool 35 can be detached from the expansion band 30. As the expansion device, for example, a device as shown in FIG. 4 of JP-A-9-329277 can be used.

次に、可とう継手1の取付方法について説明する。可とう継手1を取り付ける前に、可とう部材20を外筒部材10に固定する工程を行う。すなわち、可とう部材20を外筒部材10に収容した後、拡張バンド30の本体部分を可とう部材20の外側固定筒部21の外端突出部21aと内端突出部21bとの間に嵌める。その後、図7に示すように、各連結具35の凹部35bに取付部36の縁部を差し込んで連結具35を取付部36に固定する。そして、拡張装置のアームを各連結具35の孔部35aに差し込んで拡張バンド30を所望の径となるまで拡張させて可とう部材20の外側固定筒部21を外筒部材10の内面に押し付けて固定し、拡張バンド30の本体部分の周方向両端部の間にスペーサを嵌める。その後、拡張装置のアームを各連結具35の孔部35aから抜くとともに、取付部36の縁部を凹部35bから抜いて連結具35を取付部36から取り外す。   Next, a method for attaching the flexible joint 1 will be described. Before attaching the flexible joint 1, a step of fixing the flexible member 20 to the outer cylinder member 10 is performed. That is, after the flexible member 20 is accommodated in the outer cylindrical member 10, the main body portion of the expansion band 30 is fitted between the outer end protruding portion 21a and the inner end protruding portion 21b of the outer fixed cylindrical portion 21 of the flexible member 20. . Thereafter, as shown in FIG. 7, the edge of the attachment portion 36 is inserted into the recess 35 b of each connection device 35 to fix the connection device 35 to the attachment portion 36. Then, the arm of the expansion device is inserted into the hole 35a of each connector 35 to expand the expansion band 30 to a desired diameter, and the outer fixed cylindrical portion 21 of the flexible member 20 is pressed against the inner surface of the outer cylindrical member 10. Then, a spacer is fitted between the circumferential ends of the main body portion of the expansion band 30. Thereafter, the arm of the expansion device is pulled out from the hole 35 a of each connecting tool 35, and the edge of the mounting portion 36 is pulled out from the recess 35 b to remove the connecting tool 35 from the mounting portion 36.

一方、既設のマンホール100は図10に示すようになっている。マンホール100の壁104には、コンクリート等の充填材104aが既設管101の外面に沿って設けられており、充填材104aは壁104の一部を構成している。図11に示すように、マンホール100の内側からマンホール100と既設管101との接続部分を切削し、可とう継手1を収容するための凹部104bを形成する。凹部104bを形成する際には、既設管101の端部も切削する。切削時には、既存の充填材104aにおけるマンホール100の外側部分を残しておく。   On the other hand, the existing manhole 100 is as shown in FIG. The wall 104 of the manhole 100 is provided with a filler 104 a such as concrete along the outer surface of the existing pipe 101, and the filler 104 a constitutes a part of the wall 104. As shown in FIG. 11, the connecting portion between the manhole 100 and the existing pipe 101 is cut from the inside of the manhole 100 to form a recess 104 b for accommodating the flexible joint 1. When forming the recess 104b, the end of the existing pipe 101 is also cut. At the time of cutting, the outer part of the manhole 100 in the existing filler 104a is left.

その後、更生管102を製管する工程を行う。図12に示すように、適正な径に制限するためのジャケット105を既設管101の端部に配置する。ジャケット105は、更生管102を製管するためのものであり、ジャケット105の内径は既設管101の内径と略同じに設定されている。更生管102の製管方法は従来から周知の方法であるため詳細な説明は省略する。更生管102を製管した後、ジャケット105を外す。更生管102の端部は、既設管101の端部から突出している。   Then, the process of manufacturing the rehabilitation pipe | tube 102 is performed. As shown in FIG. 12, a jacket 105 for limiting the diameter to an appropriate diameter is disposed at the end of the existing pipe 101. The jacket 105 is for producing the rehabilitation pipe 102, and the inner diameter of the jacket 105 is set to be substantially the same as the inner diameter of the existing pipe 101. Since the pipe making method of the rehabilitation pipe 102 is a conventionally well-known method, a detailed description thereof will be omitted. After manufacturing the rehabilitation pipe 102, the jacket 105 is removed. The end of the rehabilitation pipe 102 protrudes from the end of the existing pipe 101.

次いで、図13に示すように、可とう部材20の内側固定筒部22に更生管102の端部を挿入し、マンホール100の壁104の凹部104bに可とう継手1を収容する。可とう部材20の内側固定筒部22と更生管102の端部との間には、止水性を向上させるためのシール材として、例えば不定形シーリング材、非加硫ブチルゴム等を介在させてもよい。   Next, as shown in FIG. 13, the end portion of the rehabilitation pipe 102 is inserted into the inner fixed cylinder portion 22 of the flexible member 20, and the flexible joint 1 is accommodated in the concave portion 104 b of the wall 104 of the manhole 100. For example, an amorphous sealing material or non-vulcanized butyl rubber may be interposed between the inner fixed cylinder portion 22 of the flexible member 20 and the end portion of the rehabilitation pipe 102 as a sealing material for improving the water-stopping property. Good.

閉塞部材13を外筒部材10から取り外すと、図4に示すように締結バンド40の締結部41が外筒部材10の切欠部12aから外部に臨むようになる。このため、締結バンド40の締結部41を締結するための工具を切欠部12aから外筒部材10の内部に容易に挿入することができ、該工具によって締結部41を締結することができる。締結バンド40によって可とう部材20の内側固定筒部22を更生管102の外面に押し付けて固定した後、閉塞部材13を外筒部材10に締結する。   When the closing member 13 is removed from the outer cylinder member 10, the fastening portion 41 of the fastening band 40 faces the outside from the cutout portion 12 a of the outer cylinder member 10 as shown in FIG. 4. For this reason, the tool for fastening the fastening part 41 of the fastening band 40 can be easily inserted into the outer cylinder member 10 from the notch part 12a, and the fastening part 41 can be fastened by the tool. After the inner fixed cylinder portion 22 of the flexible member 20 is pressed against and fixed to the outer surface of the rehabilitation pipe 102 by the fastening band 40, the closing member 13 is fastened to the outer cylinder member 10.

その後、外筒部材10をマンホール100の壁104に固定する工程を行う。図1に示すように、マンホール100の壁104の凹部104bにおいて可とう継手1の外側にエポキシ樹脂等の充填材104cを充填して固化させると、充填材104cが壁104の一部となって外筒部材10がマンホール100の壁104に固定されるとともに、拡張バンド30が係合部31及び外筒部材10を介してマンホール100の壁104に固定される。充填材104cは、例えば、急結モルタル、無収縮モルタル等であってもよい。   Then, the process which fixes the outer cylinder member 10 to the wall 104 of the manhole 100 is performed. As shown in FIG. 1, when a filler 104 c such as epoxy resin is filled outside the flexible joint 1 in the recess 104 b of the wall 104 of the manhole 100 and solidified, the filler 104 c becomes a part of the wall 104. The outer cylinder member 10 is fixed to the wall 104 of the manhole 100, and the expansion band 30 is fixed to the wall 104 of the manhole 100 via the engaging portion 31 and the outer cylinder member 10. The filler 104c may be, for example, quick setting mortar, non-shrink mortar, or the like.

図1に示すように、可とう継手1の取付状態では、可とう部材20に折り返し部23を設けているので、例えば地震発生時に既設管101及び更生管102が軸方向に変位しようとした際、折り返し部23が展開する方向に変形することで既設管101及び更生管102の変位量を拡大することができる。   As shown in FIG. 1, when the flexible joint 1 is mounted, the flexible member 20 is provided with the folded portion 23. For example, when the existing pipe 101 and the renovated pipe 102 are about to be displaced in the axial direction when an earthquake occurs. The amount of displacement of the existing pipe 101 and the rehabilitated pipe 102 can be increased by deforming in the direction in which the folded portion 23 is deployed.

一方、既設管101及び更生管102が軸方向に変位するまでの間は、折り返し部23はその形状を維持しているので、可とう部材20の軸方向の寸法は短くて済む。よって、マンホール100の壁104が薄い場合(例えば1号マンホールでは壁厚75mm)であっても、可とう部材20の全体もしくはその殆どがマンホール100の壁104内に収まるので、流下障害になることはなく、また、可とう部材20の破損や劣化も抑制される。   On the other hand, since the folded portion 23 maintains its shape until the existing pipe 101 and the rehabilitated pipe 102 are displaced in the axial direction, the dimension of the flexible member 20 in the axial direction may be short. Therefore, even if the wall 104 of the manhole 100 is thin (for example, the wall thickness is 75 mm for the No. 1 manhole), the entire flexible member 20 or most of the flexible member 20 can be accommodated in the wall 104 of the manhole 100, resulting in a flow-flow obstacle. Further, breakage and deterioration of the flexible member 20 are also suppressed.

そして、可とう部材20の軸方向の寸法が短くて済むので、可とう継手1の全体の軸方向の寸法を短くすることができる。これにより、マンホール100の壁104に形成する凹部104bの深さを浅くすることできるので、凹部104bを形成する作業性が向上する。   And since the dimension of the axial direction of the flexible member 20 may be short, the dimension of the whole axial direction of the flexible joint 1 can be shortened. Thereby, since the depth of the recessed part 104b formed in the wall 104 of the manhole 100 can be made shallow, the workability | operativity which forms the recessed part 104b improves.

図14に示すように、例えば水圧が可とう部材20に対してマンホール100の外部から作用した際には、折り返し部23がマンホール100内へ膨出するように変形することが考えられるが、マンホール100の壁104に固定された外筒部材10に端板部12と閉塞部材13を設けており、これら端板部12と閉塞部材13とによって折り返し部23の膨出が抑制されるので、長期間に亘って流下障害が起こりにくくなるとともに、可とう部材20の破損や劣化も抑制される。   As shown in FIG. 14, for example, when the water pressure is applied to the flexible member 20 from the outside of the manhole 100, the folded portion 23 may be deformed so as to bulge into the manhole 100. The end plate portion 12 and the closing member 13 are provided on the outer cylinder member 10 fixed to the wall 104 of the 100, and the end plate portion 12 and the closing member 13 suppress the bulging of the folded portion 23. The flow failure is less likely to occur over a period of time, and damage and deterioration of the flexible member 20 are suppressed.

また、拡張バンド30の拡張装置を連結するための連結具35を拡張バンド30に着脱可能に取り付けているので、拡張作業後には、連結具35を拡張バンド30から取り外すことができる。連結具35が無い分、可とう継手1がコンパクトになり、径方向の厚みが薄くなる。これにより、可とう継手1を収容するためにマンホール100の壁104に形成する凹部104bの径が小さくなるとともに、凹部104bの深さが浅くなり、作業性が向上する。また、可とう継手1の径方向の厚みが薄くなっても、連結具35の高さ分の余裕空間が生まれるので、地震発生時に既設管101との干渉も防止される。   Moreover, since the connection tool 35 for connecting the expansion device of the expansion band 30 is detachably attached to the expansion band 30, the connection tool 35 can be detached from the expansion band 30 after the expansion work. Since there is no connection tool 35, the flexible joint 1 becomes compact and the radial thickness becomes thin. As a result, the diameter of the recess 104b formed in the wall 104 of the manhole 100 to accommodate the flexible joint 1 is reduced, and the depth of the recess 104b is reduced, thereby improving workability. Further, even if the thickness of the flexible joint 1 in the radial direction is reduced, a margin space corresponding to the height of the coupler 35 is created, so that interference with the existing pipe 101 is also prevented when an earthquake occurs.

上記実施形態の可とう継手1の取付方法では、マンホール100の内側からマンホール100と既設管101との接続部分を切削して可とう継手1を収容するための凹部104bを形成した後、既設管101に更生管102を製管し、その後、凹部104bに可とう継手1を収容しているが、これに限らず、例えば、図15及び図16に示すように、既設管101に更生管102を製管した後、マンホール100の内側からマンホール100と既設管101との接続部分を切削して可とう継手1を収容するための凹部104bを形成し、その後、凹部104bに可とう継手1を収容し、外筒部材10をマンホール100の壁104に固定してもよい。   In the method of attaching the flexible joint 1 of the above embodiment, the connecting portion between the manhole 100 and the existing pipe 101 is cut from the inside of the manhole 100 to form the recess 104b for accommodating the flexible joint 1, and then the existing pipe Although the renovated pipe 102 is manufactured in 101, and the flexible joint 1 is accommodated in the recessed part 104b after that, it is not restricted to this, For example, as shown in FIG.15 and FIG.16, the renovated pipe 102 is added to the existing pipe 101, for example. After that, the connecting portion between the manhole 100 and the existing pipe 101 is cut from the inner side of the manhole 100 to form the concave portion 104b for accommodating the flexible joint 1, and then the flexible joint 1 is formed in the concave portion 104b. It may be accommodated and the outer cylinder member 10 may be fixed to the wall 104 of the manhole 100.

また、図17に示す実施形態の変形例のように、外筒部材10の開放部11aを省略するとともに、閉塞部材13の円弧板部13bを省略してもよい。この変形例では、外筒部材10の開放部11aを省略したことで、外筒部材10の強度を向上させることができる。   Further, as in the modification of the embodiment shown in FIG. 17, the open portion 11 a of the outer cylinder member 10 may be omitted, and the arc plate portion 13 b of the closing member 13 may be omitted. In this modification, the strength of the outer cylinder member 10 can be improved by omitting the open portion 11a of the outer cylinder member 10.

上述の実施形態はあらゆる点で単なる例示に過ぎず、限定的に解釈してはならない。さらに、特許請求の範囲の均等範囲に属する変形や変更は、全て本発明の範囲内のものである。   The above-described embodiment is merely an example in all respects and should not be interpreted in a limited manner. Further, all modifications and changes belonging to the equivalent scope of the claims are within the scope of the present invention.

以上説明したように、本発明に係る可とう継手及び可とう継手の取付方法は、例えば壁厚の薄いマンホールと既設管との接続部分に適用することができる。   As described above, the flexible joint and the flexible joint mounting method according to the present invention can be applied to, for example, a connection portion between a manhole having a thin wall thickness and an existing pipe.

1 可とう継手
10 外筒部材
12 端板部(膨出抑制部)
12a 切欠部
13 閉塞部材
13a 縦板部(膨出抑制部)
20 可とう部材
21 外側固定筒部
22 内側固定筒部
23 折り返し部
30 拡張バンド(拡張部材)
31 係合部
100 マンホール
101 既設管
102 更生管
104 壁
104b 凹部
DESCRIPTION OF SYMBOLS 1 Flexible joint 10 Outer cylinder member 12 End plate part (swelling suppression part)
12a Notch part 13 Blocking member 13a Vertical plate part (bulging suppression part)
20 Flexible member 21 Outer fixed cylinder part 22 Inner fixed cylinder part 23 Folded part 30 Expansion band (expansion member)
31 Engagement section 100 Manhole 101 Existing pipe 102 Rehabilitation pipe 104 Wall 104b Recess

Claims (6)

マンホールの壁内に挿入された状態で該マンホールに接続される管部材の接続部分に設けられる可とう継手において、
上記可とう継手は、上記マンホールにおける上記管部材が挿入される壁内に収容された状態で該壁に固定される外筒部材と、上記外筒部材の内部に配設される可とう性を有する止水材からなる可とう部材とを備え、
上記可とう部材は、上記外筒部材の内面に沿って延びるように形成されて該内面に固定される外側固定筒部と、上記管部材の外面に沿って延びるように形成されて該外面に固定される内側固定筒部と、上記外側固定筒部と内側固定筒部との間で折り返された折り返し部とを有し、
上記外筒部材における上記マンホール内側には、上記可とう部材の上記折り返し部が上記マンホール内へ膨出するのを抑制する膨出抑制部が径方向内方へ突出するように設けられていることを特徴とする可とう継手。
In the flexible joint provided at the connection part of the pipe member connected to the manhole in a state inserted in the wall of the manhole,
The flexible joint has an outer cylinder member fixed to the wall in a state of being accommodated in the wall in which the pipe member in the manhole is inserted, and flexibility disposed in the outer cylinder member. A flexible member made of a waterstop material having,
The flexible member is formed so as to extend along the inner surface of the outer cylinder member and is fixed to the inner surface, and is formed so as to extend along the outer surface of the tube member. An inner fixed tube portion to be fixed, and a folded portion folded between the outer fixed tube portion and the inner fixed tube portion,
Inside the manhole in the outer cylinder member, a bulge restraining portion that suppresses the bulging portion of the flexible member from bulging into the manhole is provided so as to protrude radially inward. A flexible joint characterized by
請求項1に記載の可とう継手において、
上記可とう継手は、上記可とう部材の上記外側固定筒部を上記外筒部材の内面に押し付けて固定するための拡張部材を有し、該拡張部材には、上記外筒部材に係合する係合部が設けられていることを特徴とする可とう継手。
The flexible joint according to claim 1,
The flexible joint has an expansion member for pressing and fixing the outer fixed cylinder portion of the flexible member to the inner surface of the outer cylinder member, and the expansion member engages with the outer cylinder member. A flexible joint provided with an engaging portion.
請求項1または2に記載の可とう継手において、
上記膨出抑制部の一部には、切欠部が設けられるとともに、該切欠部を閉塞する閉塞部材が上記外筒部材に着脱可能に取り付けられていることを特徴とする可とう継手。
The flexible joint according to claim 1 or 2,
A flexible joint, wherein a part of the bulge suppressing part is provided with a notch, and a closing member for closing the notch is detachably attached to the outer cylinder member.
請求項1から3のいずれか1つに記載の可とう継手において、
上記可とう継手は、上記可とう部材の上記外側固定筒部を上記外筒部材の内面に押し付けて固定するための拡張部材を有し、該拡張部材には、該拡張部材に拡張力を作用させる拡張手段を連結するための連結具を着脱可能に取り付ける取付部が設けられていることを特徴とする可とう継手。
In the flexible joint as described in any one of Claim 1 to 3,
The flexible joint has an expansion member for pressing and fixing the outer fixed cylindrical portion of the flexible member to the inner surface of the outer cylindrical member, and the expansion member acts on the expansion member. A flexible joint, characterized in that an attachment portion for detachably attaching a connector for connecting the expansion means is provided.
マンホールの壁内に挿入された状態で該マンホールに接続されている既設管の接続部分に設けられる可とう継手の取付方法において、
上記既設管に更生管を製管した後、上記マンホールの内側から上記マンホールと上記既設管との接続部分を切削して上記可とう継手を収容するための凹部を形成する工程と、
上記マンホールの壁に形成した凹部に、外筒部材と、該外筒部材の内部に配設される可とう性を有する止水材からなる可とう部材とを備えた上記可とう継手を収容し、上記外筒部材を上記マンホールの壁に固定する工程と、
上記可とう部材の外側固定筒部を上記外筒部材の内面に固定する工程と、
上記可とう部材の内側固定筒部を上記更生管の外面に固定する工程と、
上記外側固定筒部と上記内側固定筒部との間で折り返された折り返し部を設けておき、上記外筒部材における上記マンホール内側には、上記可とう部材の上記折り返し部が上記マンホール内へ膨出するのを抑制する膨出抑制部を設ける工程とを備えていることを特徴とする可とう継手の取付方法。
In the mounting method of the flexible joint provided in the connection part of the existing pipe connected to the manhole in a state inserted in the wall of the manhole,
After forming a rehabilitation pipe on the existing pipe, a step of cutting a connecting portion between the manhole and the existing pipe from the inside of the manhole to form a recess for accommodating the flexible joint;
The concave joint formed in the wall of the manhole accommodates the flexible joint provided with an outer cylinder member and a flexible member made of a water-stopping material having flexibility disposed inside the outer cylinder member. Fixing the outer cylinder member to the wall of the manhole;
Fixing the outer fixed cylindrical portion of the flexible member to the inner surface of the outer cylindrical member;
Fixing the inner fixed cylinder part of the flexible member to the outer surface of the rehabilitation pipe;
A folded portion that is folded between the outer fixed cylinder portion and the inner fixed cylinder portion is provided, and the folded portion of the flexible member swells into the manhole inside the manhole in the outer cylinder member. And a step of providing a bulge suppressing part for suppressing the protrusion.
マンホールの壁内に挿入された状態で該マンホールに接続されている既設管の接続部分に設けられる可とう継手の取付方法において、
上記マンホールの内側から上記マンホールと上記既設管との接続部分を切削して上記可とう継手を収容するための凹部を形成した後、上記既設管に更生管を製管する工程と、
上記マンホールの壁に形成した凹部に、外筒部材と、該外筒部材の内部に配設される可とう性を有する止水材からなる可とう部材とを備えた上記可とう継手を収容し、上記外筒部材を上記マンホールの壁に固定する工程と、
上記可とう部材の外側固定筒部を上記外筒部材の内面に固定する工程と、
上記可とう部材の内側固定筒部を上記更生管の外面に固定する工程と、
上記外側固定筒部と上記内側固定筒部との間で折り返された折り返し部を設けておき、上記外筒部材における上記マンホール内側には、上記可とう部材の上記折り返し部が上記マンホール内へ膨出するのを抑制する膨出抑制部を設ける工程とを備えていることを特徴とする可とう継手の取付方法。
In the mounting method of the flexible joint provided in the connection part of the existing pipe connected to the manhole in a state inserted in the wall of the manhole,
After forming a recess for accommodating the flexible joint by cutting a connection portion between the manhole and the existing pipe from the inside of the manhole, a step of producing a renovated pipe on the existing pipe;
The concave joint formed in the wall of the manhole accommodates the flexible joint provided with an outer cylinder member and a flexible member made of a water-stopping material having flexibility disposed inside the outer cylinder member. Fixing the outer cylinder member to the wall of the manhole;
Fixing the outer fixed cylindrical portion of the flexible member to the inner surface of the outer cylindrical member;
Fixing the inner fixed cylinder part of the flexible member to the outer surface of the rehabilitation pipe;
A folded portion that is folded between the outer fixed cylinder portion and the inner fixed cylinder portion is provided, and the folded portion of the flexible member swells into the manhole inside the manhole in the outer cylinder member. And a step of providing a bulge suppressing part for suppressing the protrusion.
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