JP2013190051A - Structure for reinforcing outer surface of existing flexible pipe, and method for reinforcing the outer surface - Google Patents

Structure for reinforcing outer surface of existing flexible pipe, and method for reinforcing the outer surface Download PDF

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JP2013190051A
JP2013190051A JP2012057042A JP2012057042A JP2013190051A JP 2013190051 A JP2013190051 A JP 2013190051A JP 2012057042 A JP2012057042 A JP 2012057042A JP 2012057042 A JP2012057042 A JP 2012057042A JP 2013190051 A JP2013190051 A JP 2013190051A
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reinforcing
flexible tube
flange
pressure
layer
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JP5842224B2 (en
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Tatsuya Nagai
達也 永井
Kotaro Shikayama
幸太郎 鹿山
Takeo Tsuda
剛男 津田
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Seibu Polymer Corp
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Seibu Polymer Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/20Controlling water pollution; Waste water treatment

Abstract

PROBLEM TO BE SOLVED: To provide a structure for reinforcing an outer surface of an existing flexible pipe capable of compactly and promptly reinforcing the existing flexible pipe without a large space, and to provide a method for reinforcing the outer surface.SOLUTION: A structure for reinforcing an outer surface of an existing flexible pipe includes: a filling member 11 molded on a flat outer peripheral surface of a flexible pipe 1; a water stop rubber member 14 for stopping water by being pressed by divided pressing members 13 through end water stop rubber 12 in outer peripheries of flanges 1a; a height adjusting member 15; a pressure resistance reinforcing member layer 16 for reinforcing pressure resistance of the water stop rubber member 14; a weather resistant cover member 17 covering the outer periphery thereof, and pressed and fixed on the pressing members 13 along with at least the innermost layer 16a of the pressure resistance reinforcing member layer 16; displacement-regulating plate members 20 mounted to a plurality of circumferential parts on the outside in a tube axis direction of conduit flanges F connected through connecting/fixing bolts 18 mounted instead of connection bolts of the flanges 1a, and projecting to the radial outside; and displacement regulating rod members 21 each inserted between the plate members 20 and each having a length obtained by adding a length equivalent to permitted displacement.

Description

この発明は既設可撓管の外面補強構造及びその外面補強方法に関し、水道管や各種送水管などが、河川、道路や鉄道などを橋梁形式で交差する部分に設けられるいわゆる水管橋及び管廊内等で、その管路の端部などに設けられ温度変化、地震などの変位の吸収のための可撓管を交換することなく外面から補強しそのまま継続使用をできるようにしたものである。     BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an outer surface reinforcing structure of an existing flexible pipe and an outer surface reinforcing method thereof, and a so-called water pipe bridge and corridor in which water pipes and various water supply pipes are provided at a portion where rivers, roads, railways, etc. intersect in a bridge form. Thus, a flexible tube for absorbing a change in temperature, an earthquake, or the like provided at the end of the pipeline is reinforced from the outer surface so that it can be used as it is.

水道管や各種送水管などが、河川、道路や鉄道などを橋梁形式で交差する部分に設けられるいわゆる水管橋及び管廊内等では、温度変化や地震などによる変位の吸収のため管路の途中に可撓管を設けることが行われている。
このような可撓管は老朽化や変位量が許容値を超えた場合には、交換する必要がある。しかし、供用中の管路の可撓管を交換しようとすると、工事期間中、断水状態にする必要があることなどの都合から交換を避け、そのまま継続使用している場合がある。
一方、既設の可撓管が破損すると、一気に漏水し、断水状態となることから既設の可撓管を補強することが行われており、種々提案されている。
In so-called water pipe bridges and corridors where water pipes and various water pipes are installed at the intersections of rivers, roads and railways in the form of bridges, in the middle of pipes to absorb displacement due to temperature changes and earthquakes, etc. A flexible tube is provided on the surface.
Such flexible tubes need to be replaced when they age or the amount of displacement exceeds an acceptable value. However, if an attempt is made to replace the flexible tube in service, the replacement may be avoided during the construction period due to reasons such as the need to keep the water shut off.
On the other hand, when an existing flexible tube is damaged, water leaks at once and the water is cut off. Therefore, the existing flexible tube is reinforced, and various proposals have been made.

例えば、水管橋は、図8に示すように、河川などの両岸に橋台Aを設け、橋台Aに設けた支承BにリングサポートCを介して管路Dを固定することで構成されており、管路Dの途中に可撓管1が設けられている。
このような既設の可撓管1を交換することなく補強する方法として、例えば特許文献1には、可撓管1の外周部を、ゴム製の伸縮カバー2と保護カバー3とで覆った伸縮管用漏水防止装置4が開示されている。
この伸縮管用漏水防止装置4では、伸縮カバー2で可撓管1を構成する伸縮管の外周をその全周、全長に亘って覆うようにし、軸方向両端部を、それぞれ可撓管1を挟んだ両側の管路D,Dに固定具5,5を固定しておき、この固定具5に固定バンド6で伸縮カバー2を締め付けることで水密に固定されている。そして、固定具5,5間に離反防止手段として接続金具6,6が取り付けられ、アラミド繊維からなるロープ7を幾分たるんだ状態で連結してある。さらに、伸縮カバー2を覆うように筒状の保護カバー3が設けられ、伸縮カバー2が内部からの水圧により外側に膨らむことを拘束することで補強し、破損を防止するようにし、管路D,D同士が互いに離反することを拘束して落橋を防止する効果も期待している。
For example, as shown in FIG. 8, a water pipe bridge is constructed by providing abutment A on both sides of a river and the like, and fixing a pipeline D to a support B provided on the abutment A via a ring support C. The flexible tube 1 is provided in the middle of the pipe D.
As a method for reinforcing such an existing flexible tube 1 without exchanging it, for example, Patent Document 1 discloses that the outer periphery of the flexible tube 1 is stretched and covered with a rubber stretchable cover 2 and a protective cover 3. A pipe leakage prevention device 4 is disclosed.
In the water leakage prevention device 4 for the expansion tube, the expansion cover 2 covers the outer periphery of the expansion tube constituting the flexible tube 1 over the entire circumference and the entire length, and both ends in the axial direction are sandwiched by the flexible tube 1. The fixing tools 5 and 5 are fixed to the pipes D and D on both sides, and the expansion cover 2 is fastened to the fixing tool 5 with the fixing band 6 so as to be fixed in a watertight manner. And the connection metal fittings 6 and 6 are attached between the fixtures 5 and 5 as a separation prevention means, and the rope 7 made of an aramid fiber is connected in a somewhat slack state. Further, a cylindrical protective cover 3 is provided so as to cover the expansion / contraction cover 2, and the expansion / contraction cover 2 is reinforced by restraining the expansion of the expansion cover 2 by the water pressure from the inside to prevent damage, and the pipe D , D is also expected to be effective in preventing falling bridges by restraining them from separating from each other.

特開2008−232348号公報JP 2008-232348 A

ところが、このような伸縮管用漏水防止装置4では、可撓管1の外側を覆って水密状態にする伸縮カバー2のさらに外側に保護カバー3を設けて伸縮カバー2が水圧で外側に膨らむことを拘束し、破損を防止するようにしているが、可撓管1の外側を伸縮カバー2及び保護カバー3で覆う必要があり、施工のために広い空間が必要であり、水管橋などの足場の狭い空間で作業することが困難になるという問題がある。
また、伸縮カバー2で水密状態にするためには、可撓管1の外周をその全周、全長に亘って覆うことができる大きな伸縮カバー2を用意しなければならず、しかも可撓管1を覆ったのち、現地で加温加圧接合によって筒状にしなければならず、接合用の治具が必要となり、搬入に手間が掛かるなど施工に要する時間が長くなるという問題がある。
However, in such a water leakage prevention device 4 for an expansion tube, a protective cover 3 is provided on the further outer side of the expansion cover 2 that covers the outside of the flexible tube 1 to make it watertight, and the expansion cover 2 bulges outward by water pressure. Although it restrains and prevents breakage, it is necessary to cover the outer side of the flexible tube 1 with the expansion / contraction cover 2 and the protective cover 3, and a large space is required for construction. There is a problem that it becomes difficult to work in a narrow space.
In order to make the expansion / contraction cover 2 watertight, a large expansion / contraction cover 2 that can cover the outer periphery of the flexible tube 1 over the entire circumference and the entire length thereof must be prepared. After being covered, it has to be formed into a cylinder by heating and pressurizing at the site, which requires a jig for joining, and there is a problem that the time required for construction becomes long, such as taking time and labor for carrying in.

この発明は、上記従来技術の問題点に鑑みてなされたもので、既設の可撓管を大きな空間を必要とせず、コンパクトかつ短時間に補強することができる既設可撓管の外面補強構造およびその外面補強方法を提供しようとするものである。   The present invention has been made in view of the above-mentioned problems of the prior art, and does not require a large space for an existing flexible tube, and can be reinforced in a short time in a compact and flexible manner. The outer surface reinforcement method is intended to be provided.

上記従来技術の課題を解決するこの発明の請求項1記載の既設可撓管の外面補強構造は、管路にフランジを介して取り付けられた可撓管を外面から補強する既設可撓管の外面補強構造であって、前記可撓管のフランジ間を平坦外周面に成形する充填部材と、この充填部材で平坦面とされた可撓管の外周面および両端フランジを覆って側端部が接合されて筒状とされるとともに、フランジ外周に設置した端部止水ゴムを介して分割押え部材で押えられて止水する止水ゴム部材と、この止水ゴム部材を押える分割押え部材の厚みによる外周空間を埋めて当該止水ゴム部材の膨らみを抑える高さ調整用部材と、両端の押え部材間および高さ調整用部材の外周を覆って止水ゴム部材を耐圧補強する耐圧補強部材層と、この耐圧補強部材層の外周を覆って当該耐圧補強部材層の少なくとも最内層とともに押え部材上に押圧固定される耐候性カバー部材と、前記フランジを連結する連結ボルトに代えて取り付けた連結固定用ボルトを介して前記フランジに連結された管路フランジの管軸方向外側の円周方向複数個所に取り付けられて径方向外側に突き出す変位規制用のプレート部材と、プレート部材間に挿通され許容する変位に相当する長さを加えた長さの変位規制用ロッド部材とを備えてなることを特徴とするものである。   The outer surface reinforcing structure for an existing flexible tube according to claim 1 of the present invention that solves the above-described problems of the prior art is an outer surface of an existing flexible tube that reinforces a flexible tube attached to a pipe line via a flange from the outer surface. It is a reinforcing structure, and a filling member for forming a flat outer peripheral surface between the flanges of the flexible tube, and a side end portion covering the outer peripheral surface and both end flanges of the flexible tube made flat by the filling member. The water-stopping rubber member that is pressed by the split presser member via the end-stopping rubber installed on the outer periphery of the flange and stops the water, and the thickness of the split presser member that holds the waterstop rubber member A height adjusting member that fills the outer peripheral space by suppressing the swelling of the water-stopping rubber member, and a pressure-resistant reinforcing member layer that pressure-proofs the water-stopping rubber member so as to cover between the pressing members at both ends and the outer periphery of the height adjusting member. And cover the outer periphery of the pressure-resistant reinforcing member layer. A pipe connected to the flange via a weatherproof cover member pressed and fixed on the pressing member together with at least the innermost layer of the pressure-proof reinforcing member layer, and a connection fixing bolt attached instead of the connection bolt connecting the flange A plate member for displacement control that is attached to a plurality of circumferential directions on the outer side in the tube axis direction of the road flange and protrudes radially outward, and a length corresponding to a displacement that is inserted and allowed between the plate members is added. And a displacement regulating rod member.

この発明の請求項2記載の既設可撓管の外面補強構造は、請求項1記載の構成に加え、前記フランジ外周に設置する端部止水ゴムをOリングで構成するとともに、前記分割押え部材の内周側にOリング溝を形成してなることを特徴とするものである。   According to a second aspect of the present invention, there is provided an outer surface reinforcing structure for an existing flexible tube, in addition to the structure according to the first aspect, an end water-stopping rubber installed on the outer periphery of the flange is formed of an O-ring, and the divided presser member This is characterized in that an O-ring groove is formed on the inner peripheral side of the.

この発明の請求項3記載の既設可撓管の外面補強構造は、請求項1または2記載の構成に加え、前記分割押え部材の外周面に突出部を設け、この突出部の管軸方向両側で前記耐圧補強部材層の少なくとも最内層および耐候性カバー部材を押圧固定してなることを特徴とするものである。   According to a third aspect of the present invention, there is provided an outer surface reinforcing structure for an existing flexible tube, in addition to the structure according to the first or second aspect, a protrusion is provided on the outer peripheral surface of the divided pressing member, and both sides of the protrusion in the tube axis direction are provided. The pressure-resistant reinforcing member layer is formed by pressing and fixing at least the innermost layer and the weather-resistant cover member.

この発明の請求項4記載の既設可撓管の外面補強方法は、管路にフランジを介して取り付けられた可撓管を外面から補強する既設可撓管の外面補強方法であって、前記可撓管のフランジ間を充填部材により平坦外周面に成形し、この充填部材で平坦面とされた可撓管の外周面および両端フランジを止水ゴム部材で覆って側端部を接合して筒状とするとともに、フランジ外周に端部止水ゴムを設置して分割押え部材で押圧固定し、この分割押え部材の厚みによる止水ゴム部材の外周空間を当該止水ゴム部材の膨らみを抑える高さ調整用部材で埋めた後、両端の押え部材間および高さ調整用部材の外周を覆って前記止水ゴム部材を耐圧補強する耐圧補強部材層を設け、この耐圧補強部材層の外周を覆って当該耐圧補強部材層の少なくとも最内層とともに押え部材上に押圧固定される耐候性カバー部材を設け、前記フランジを連結する連結ボルトに代えて円周方向複数個所に取り付けた連結固定用ボルトを介して径方向外側に突き出す変位規制用のプレート部材を、前記フランジに連結された管路フランジの管軸方向外側に取り付け、これらプレート部材間に、許容する変位に相当する長さを加えた長さの変位規制用ロッド部材を挿通するようにしたことを特徴とするものである。   According to a fourth aspect of the present invention, there is provided a method for reinforcing an outer surface of an existing flexible tube, wherein the flexible tube attached to a pipe line via a flange is reinforced from the outer surface by the outer surface reinforcing method. Between the flanges of the flexible tube is formed into a flat outer peripheral surface by a filling member, and the outer peripheral surface and both end flanges of the flexible tube made flat by the filling member are covered with a waterproof rubber member, and the side ends are joined to each other. In addition, an end water stop rubber is installed on the outer periphery of the flange and is fixed by pressing with a divided presser member, and the outer peripheral space of the water stop rubber member due to the thickness of the divided presser member is suppressed to prevent swelling of the water stop rubber member. After being filled with the height adjusting member, a pressure-resistant reinforcing member layer for pressure-proof reinforcing the water-stopping rubber member is provided to cover between the pressing members at both ends and the outer periphery of the height adjusting member, and the outer periphery of the pressure-resistant reinforcing member layer is covered. And at least the innermost layer of the pressure-resistant reinforcing member layer Displacement regulation that protrudes radially outward via connection fixing bolts installed at multiple locations in the circumferential direction instead of the connection bolts connecting the flanges, by providing a weatherproof cover member that is pressed and fixed on the presser member. The plate member is attached to the outside of the pipe flange connected to the flange in the pipe axial direction, and a displacement regulating rod member having a length corresponding to the allowable displacement is inserted between the plate members. It is characterized by doing so.

この発明の請求項5記載の既設可撓管の外面補強方法は、請求項4記載の構成に加え、前記フランジ外周に設置する端部止水ゴムをOリングで構成し、フランジ外周に接着するとともに、環状に接合し、前記分割押え部材の内周側に形成したOリング溝で押圧するようにしたことを特徴とするものである。   According to a fifth aspect of the present invention, in addition to the configuration according to the fourth aspect, the outer surface reinforcing method for the existing flexible pipe is constituted by an O-ring, and is bonded to the outer periphery of the flange. At the same time, it is joined in an annular shape and is pressed by an O-ring groove formed on the inner peripheral side of the divided presser member.

この発明の請求項6記載の既設可撓管の外面補強方法は、請求項4または5記載の構成に加え、前記分割押え部材の外周面に突出部を設け、この突出部の管軸方向両側で前記耐圧補強部材層の少なくとも最内層および耐候性カバー部材を押圧固定するようにしたことを特徴とするものである。   According to a sixth aspect of the present invention, in addition to the structure of the fourth or fifth aspect, the outer surface of the existing flexible pipe is provided with a protruding portion on the outer peripheral surface of the divided pressing member, and both sides of the protruding portion in the tube axis direction are provided. And at least the innermost layer of the pressure-resistant reinforcing member layer and the weather-resistant cover member are pressed and fixed.

この発明の請求項1記載の既設可撓管の外面補強構造によれば、管路にフランジを介して取り付けられた可撓管を外面から補強する既設可撓管の外面補強構造で、前記可撓管のフランジ間を平坦外周面に成形する充填部材と、この充填部材で平坦面とされた可撓管の外周面および両端フランジを覆って側端部が接合されて筒状とされるとともに、フランジ外周に設置した端部止水ゴムを介して分割押え部材で押えられて止水する止水ゴム部材と、この止水ゴム部材を押える分割押え部材の厚みによる外周空間を埋めて当該止水ゴム部材の膨らみを抑える高さ調整用部材と、両端の押え部材間および高さ調整用部材の外周を覆って止水ゴム部材を耐圧補強する耐圧補強部材層と、この耐圧補強部材層の外周を覆って当該耐圧補強部材層の少なくとも最内層とともに押え部材上に押圧固定される耐候性カバー部材と、前記フランジを連結する連結ボルトに代えて取り付けた連結固定用ボルトを介して前記フランジに連結された管路フランジの管軸方向外側の円周方向複数個所に取り付けられて径方向外側に突き出す変位規制用のプレート部材と、プレート部材間に挿通され許容する変位に相当する長さを加えた長さの変位規制用ロッド部材とを備えて構成したので、可撓管の外周面を充填剤で平坦にして止水ゴム部材を巻いて筒状に接合するとともに、止水ゴム部材の端部を端部止水ゴムを介して可撓管のフランジに押え部材で押圧固定することで、可撓管の外周に密着させて止水性を確保することができ、新たなフランジを固定することなく、コンパクトにすることができる。また、押え部材の厚さ分の外周空間を高さ調整用部材で埋め、耐圧補強部材層で覆うことで、止水ゴム部材が自由に膨らむ空間を無くすことができ、止水ゴム部材を耐圧補強部材層で覆うことで確実に耐圧性を付与することができる。さらに、外側を耐候性カバー部材で覆うことで、耐候性を確保することができるとともに、可撓管のフランジと管路フランジとの連結ボルトに代えた連結固定用ボルトで固定したプレート部材間に変位規制用ロッドを挿通して許容変位をロッドの長さで規制することができ、変位の吸収と破損を防止することができる。
これにより、水管橋などの狭い空間の可撓管を外面から補強してそのまま継続使用することができるとともに、各部材も軽量コンパクトであり、施工も容易かつ短時間に補強することができる。
According to the outer surface reinforcing structure of the existing flexible tube according to claim 1 of the present invention, the outer surface reinforcing structure of the existing flexible tube that reinforces the flexible tube attached to the pipe line via the flange from the outer surface, A filling member for forming between the flanges of the flexible tube into a flat outer peripheral surface, and the outer peripheral surface and both end flanges of the flexible tube made flat by the filling member are joined to form a cylindrical shape by joining the side end portions. A water-stopping rubber member that is pressed by the divided presser member through the end-stopping rubber installed on the outer periphery of the flange to stop the water, and the outer peripheral space by the thickness of the split presser member that holds the water-stopping rubber member is filled to A height adjusting member that suppresses swelling of the water rubber member, a pressure-resistant reinforcing member layer that pressure-proofs the water-stopping rubber member so as to cover between the pressing members at both ends and the outer periphery of the height adjusting member, and Less pressure-resistant reinforcing member layer covering the outer periphery A weather-resistant cover member that is pressed and fixed onto the presser member together with the innermost layer, and a pipe flange direction of a pipe flange connected to the flange via a connection fixing bolt that is attached in place of the connection bolt that connects the flange A displacement-regulating plate member attached to a plurality of locations in the outer circumferential direction and projecting radially outward; a displacement-regulating rod member having a length corresponding to a displacement that is inserted between the plate members and allowed; and Since the outer peripheral surface of the flexible tube is flattened with a filler, the water-stopping rubber member is wound and joined into a cylindrical shape, and the end of the water-stopping rubber member is joined via the end-stopping rubber. By pressing and fixing to the flange of the flexible tube with a pressing member, it is possible to ensure water tightness by being in close contact with the outer periphery of the flexible tube, and to be compact without fixing a new flange. In addition, the space around the thickness of the presser member is filled with a height adjustment member and covered with a pressure-resistant reinforcing member layer, so that the space where the water-stopping rubber member swells freely can be eliminated. By covering with the reinforcing member layer, the pressure resistance can be surely imparted. Furthermore, weather resistance can be ensured by covering the outside with a weather-resistant cover member, and between the plate members fixed with a connection fixing bolt instead of the connection bolt between the flange of the flexible tube and the pipe line flange. The allowable displacement can be regulated by the length of the rod by inserting the displacement regulating rod, and displacement absorption and breakage can be prevented.
Thereby, a flexible tube in a narrow space such as a water pipe bridge can be reinforced from the outer surface and can be continuously used as it is, and each member is also lightweight and compact, and can be reinforced easily and in a short time.

この発明の請求項2記載の既設可撓管の外面補強構造によれば、前記フランジ外周に設置する端部止水ゴムをOリングで構成するとともに、前記分割押え部材の内周側にOリング溝を形成したので、フランジ外周のOリングとこれを押える押え部材のOリング溝で一層確実に止水ゴム部材によるシール性を向上することができる。   According to the outer surface reinforcing structure of the existing flexible tube according to claim 2 of the present invention, the end water stop rubber installed on the outer periphery of the flange is formed by the O ring, and the O ring is provided on the inner peripheral side of the divided presser member. Since the groove is formed, the sealing performance by the water-stopping rubber member can be more reliably improved by the O-ring on the outer periphery of the flange and the O-ring groove of the pressing member that holds the flange.

この発明の請求項3記載の既設可撓管の外面補強構造によれば、前記分割押え部材の外周面に突出部を設け、この突出部の管軸方向両側で前記耐圧補強部材層の少なくとも最内層および耐候性カバー部材を押圧固定したので、耐圧補強部材層の最内層と耐候性カバー部材を押え部材の外周面に形成した突出部の管軸方向両側で押圧固定することで、耐圧補強部材層の最内層と耐候性カバー部材が抜けることを確実に防止することができ、確実な補強と耐候性を確保することができる。   According to the outer surface reinforcing structure of the existing flexible pipe according to claim 3 of the present invention, the projecting portion is provided on the outer peripheral surface of the divided presser member, and at least the most of the pressure-resistant reinforcing member layer on both sides in the tube axis direction of the projecting portion. Since the inner layer and the weather resistant cover member are pressed and fixed, the innermost layer of the pressure resistant reinforcing member layer and the weather resistant cover member are pressed and fixed on both sides in the tube axis direction of the protruding portion formed on the outer peripheral surface of the pressing member. It is possible to reliably prevent the innermost layer of the layer and the weather resistant cover member from coming off, and to ensure reliable reinforcement and weather resistance.

この発明の請求項4記載の既設可撓管の外面補強方法によれば、管路にフランジを介して取り付けられた可撓管を外面から補強する既設可撓管の外面補強方法で、前記可撓管のフランジ間を充填部材により平坦外周面に成形し、この充填部材で平坦面とされた可撓管の外周面および両端フランジを止水ゴム部材で覆って側端部を接合して筒状とするとともに、フランジ外周に端部止水ゴムを設置して分割押え部材で押圧固定し、この分割押え部材の厚みによる止水ゴム部材の外周空間を当該止水ゴム部材の膨らみを抑える高さ調整用部材で埋めた後、両端の押え部材間および高さ調整用部材の外周を覆って前記止水ゴム部材を耐圧補強する耐圧補強部材層を設け、この耐圧補強部材層の外周を覆って当該耐圧補強部材層の少なくとも最内層とともに押え部材上に押圧固定される耐候性カバー部材を設け、前記フランジを連結する連結ボルトに代えて円周方向複数個所に取り付けた連結固定用ボルトを介して径方向外側に突き出す変位規制用のプレート部材を、前記フランジに連結された管路フランジの管軸方向外側に取り付け、これらプレート部材間に、許容する変位に相当する長さを加えた長さの変位規制用ロッド部材を挿通するようにしたので、可撓管の外周面を充填剤で平坦にして止水ゴム部材を巻いて筒状に接合するとともに、止水ゴム部材の端部を端部止水ゴムを介して可撓管のフランジに押え部材で押圧固定することで、可撓管の外周に密着させて止水性を確保することができ、新たなフランジを固定することなく、コンパクトにすることができる。また、押え部材の厚さ分の外周空間を高さ調整用部材で埋め、耐圧補強部材層で覆うことで、止水ゴム部材が自由に膨らむ空間を無くすことができ、止水ゴム部材を耐圧補強部材層で覆うことで確実に耐圧性を付与することができる。さらに、外側を耐候性カバー部材で覆うことで、耐候性を確保することができるとともに、可撓管のフランジと管路フランジとの連結ボルトに代えた連結固定用ボルトで固定したプレート部材間に変位規制用ロッドを挿通して許容変位をロッドの長さで規制することができ、変位の吸収と破損を防止することができる。
これにより、水管橋などの狭い空間の可撓管を外面から補強してそのまま継続使用することができるとともに、各部材も軽量コンパクトであり、施工も容易かつ短時間に補強することができる。
According to the method for reinforcing the outer surface of an existing flexible tube according to claim 4 of the present invention, the method for reinforcing the outer surface of an existing flexible tube, which reinforces the flexible tube attached to the pipe line via a flange from the outer surface, is possible. Between the flanges of the flexible tube is formed into a flat outer peripheral surface by a filling member, and the outer peripheral surface and both end flanges of the flexible tube made flat by the filling member are covered with a waterproof rubber member, and the side ends are joined to each other. In addition, an end water stop rubber is installed on the outer periphery of the flange and is fixed by pressing with a divided presser member, and the outer peripheral space of the water stop rubber member due to the thickness of the divided presser member is suppressed to prevent swelling of the water stop rubber member. After being filled with the height adjusting member, a pressure-resistant reinforcing member layer for pressure-proof reinforcing the water-stopping rubber member is provided to cover between the pressing members at both ends and the outer periphery of the height adjusting member, and the outer periphery of the pressure-resistant reinforcing member layer is covered. And at least the innermost layer of the pressure-resistant reinforcing member layer Displacement regulation that protrudes radially outward via connection fixing bolts installed at multiple locations in the circumferential direction instead of the connection bolts connecting the flanges, by providing a weatherproof cover member that is pressed and fixed on the presser member. The plate member is attached to the outside of the pipe flange connected to the flange in the pipe axial direction, and a displacement regulating rod member having a length corresponding to the allowable displacement is inserted between the plate members. Since the outer peripheral surface of the flexible tube is flattened with a filler, the water-stopping rubber member is wound and joined into a cylindrical shape, and the end of the water-stopping rubber member is flexed through the end-stopping rubber. By pressing and fixing to the flange of the tube with a pressing member, it is possible to ensure water tightness by tightly contacting the outer periphery of the flexible tube, and it is possible to make it compact without fixing a new flange. In addition, the space around the thickness of the presser member is filled with a height adjustment member and covered with a pressure-resistant reinforcing member layer, so that the space where the water-stopping rubber member swells freely can be eliminated. By covering with the reinforcing member layer, the pressure resistance can be surely imparted. Furthermore, weather resistance can be ensured by covering the outside with a weather-resistant cover member, and between the plate members fixed with a connection fixing bolt instead of the connection bolt between the flange of the flexible tube and the pipe line flange. The allowable displacement can be regulated by the length of the rod by inserting the displacement regulating rod, and displacement absorption and breakage can be prevented.
Thereby, a flexible tube in a narrow space such as a water pipe bridge can be reinforced from the outer surface and can be continuously used as it is, and each member is also lightweight and compact, and can be reinforced easily and in a short time.

この発明の請求項5記載の既設可撓管の外面補強方法によれば、前記フランジ外周に設置する端部止水ゴムをOリングで構成し、フランジ外周に接着するとともに、環状に接合し、前記分割押え部材の内周側に形成したOリング溝で押圧するようにしたので、フランジ外周のOリングとこれを押える押え部材のOリング溝で一層確実に止水ゴム部材によるシール性を向上することができる。   According to the outer surface reinforcing method of the existing flexible tube according to claim 5 of the present invention, the end water-stopping rubber installed on the outer periphery of the flange is constituted by an O-ring, and is bonded to the outer periphery of the flange, and is joined in an annular shape. Since the O-ring groove formed on the inner circumference side of the divided presser member is pressed, the sealing performance by the water-stopping rubber member is more reliably improved by the O-ring on the outer periphery of the flange and the O-ring groove of the presser member that presses the flange. can do.

この発明の請求項6記載の既設可撓管の外面補強方法によれば、前記分割押え部材の外周面に突出部を設け、この突出部の管軸方向両側で前記耐圧補強部材層の少なくとも最内層および耐候性カバー部材を押圧固定するようにしたので、耐圧補強部材層の最内層と耐候性カバー部材を押え部材の外周面に形成した突出部の管軸方向両側で押圧固定することで、耐圧補強部材層の最内層と耐候性カバー部材が抜けることを確実に防止することができ、確実な補強と耐候性を確保することができる。   According to the method for reinforcing the outer surface of the existing flexible tube according to claim 6 of the present invention, the projecting portion is provided on the outer peripheral surface of the divided presser member, and at least the outermost of the pressure-resistant reinforcing member layer on both sides in the tube axis direction of the projecting portion. Since the inner layer and the weather-resistant cover member are pressed and fixed, by pressing and fixing the innermost layer of the pressure-resistant reinforcing member layer and the weather-resistant cover member on both sides in the tube axis direction of the protruding portion formed on the outer peripheral surface of the pressing member, It is possible to reliably prevent the innermost layer of the pressure-resistant reinforcing member layer and the weather-resistant cover member from coming off, and to ensure reliable reinforcement and weather resistance.

この発明の既設可撓管の外面補強構造の一実施の形態にかかり、(a)は概略縦断面図、(b)はB部の拡大断面図である。It is applied to one Embodiment of the outer surface reinforcement structure of the existing flexible tube of this invention, (a) is a schematic longitudinal cross-sectional view, (b) is an expanded sectional view of B section. この発明の既設可撓管の外面補強構造の一実施の形態にかかる右側面図である。It is a right view concerning one Embodiment of the outer surface reinforcement structure of the existing flexible tube of this invention. この発明の既設可撓管の外面補強方法の一実施の形態にかかり、(a)は第1工程の部分断面図、(b)は第2工程の部分断面図、(c)は第3工程の部分断面図である。According to an embodiment of the method for reinforcing the outer surface of an existing flexible tube of the present invention, (a) is a partial sectional view of a first step, (b) is a partial sectional view of a second step, and (c) is a third step. FIG. この発明の既設可撓管の外面補強方法の一実施の形態にかかり、(a)は第4工程の部分断面図、(b)は第5工程の部分断面図および部分横断面図である。It concerns on one Embodiment of the outer surface reinforcement method of the existing flexible tube of this invention, (a) is the fragmentary sectional view of a 4th process, (b) is the fragmentary sectional view and partial cross section of a 5th process. この発明の既設可撓管の外面補強方法の一実施の形態にかかり、(a)は第6工程の部分断面図、(b)は第7工程の部分断面図、(c)は第8工程の部分断面図である。According to an embodiment of the method for reinforcing the outer surface of an existing flexible tube of the present invention, (a) is a partial sectional view of a sixth step, (b) is a partial sectional view of a seventh step, and (c) is an eighth step. FIG. この発明の既設可撓管の外面補強方法の一実施の形態にかかり、(a)は第9工程の部分断面図、(b)は第10工程の部分断面図である。It concerns on one Embodiment of the outer surface reinforcement method of the existing flexible tube of this invention, (a) is a fragmentary sectional view of a 9th process, (b) is a fragmentary sectional view of a 10th process. この発明の既設可撓管の外面補強構造の他の一実施の形態にかかる部分断面図、(b)はそれぞれ押え部材の横断面図である。The fragmentary sectional view concerning other embodiment of the outer surface reinforcement structure of the existing flexible tube of this invention, (b) is a cross-sectional view of a pressing member, respectively. 従来の既設可撓管の外面補強構造にかかり、(a)は全体の概略構成図、(b)は部分拡大断面図である。It is applied to the conventional outer surface reinforcing structure of an existing flexible tube, (a) is a schematic configuration diagram of the whole, and (b) is a partially enlarged sectional view.

以下、この発明の既設可撓管の外面補強構造及びその外面補強方法を実施するための形態について図面を参照して詳細に説明する。
この発明が適用される既設の可撓管1としては、例えば図1に示すように、管路D、Dの管路フランジF,Fに可撓管1のフランジ1a、1aを介して連結ボルト1bおよびナット1cで締め付けて取り付けられ、ゴムなどの弾性体で作られた蛇腹状などの伸縮部1dにより温度変化や地震などの変位の吸収と止水性が確保されるものである。なお、可撓管としては、これに限らず、図8に示した伸縮管など他の構造であっても良い。
この既設可撓管の外面補強構造10では、既設の変位が生じた状態などの可撓管1の両端のフランジ1a,1aを利用して外面補強構造の主構造が設置され、管路フランジF,Fを利用して施工後の変位を規制するための構造を設置するようにしており、図8で説明した従来構造に比べコンパクトで、狭い空間に設置し施工できるものである。
DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments for carrying out an outer surface reinforcing structure of an existing flexible tube and a method for reinforcing the outer surface of the present invention will be described in detail with reference to the drawings.
As the existing flexible tube 1 to which the present invention is applied, for example, as shown in FIG. 1, the connection bolts are connected to the pipeline flanges F, F of the pipelines D, D via the flanges 1a, 1a of the flexible tube 1. 1b and a nut 1c are fastened and attached, and an expansion and contraction portion 1d such as a bellows made of an elastic body such as rubber secures a change in temperature and a displacement such as an earthquake and water-stopping property. The flexible tube is not limited to this, and may have other structures such as the telescopic tube shown in FIG.
In this existing flexible pipe outer surface reinforcing structure 10, the main structure of the outer surface reinforcing structure is installed by using flanges 1 a and 1 a at both ends of the flexible pipe 1 in a state where the existing displacement has occurred, and the pipe flange F , F is used to install a structure for restricting displacement after construction, which is more compact than the conventional structure described with reference to FIG. 8 and can be installed in a narrow space.

この既設可撓管の外面補強構造10は、図1および図2に示すように、可撓管1のフランジ1a,1a間を平坦外周面に成形する充填部材11が充填され、この充填部材11で平坦面とされた可撓管1の外周面および両端フランジ1a,1aを覆って側端部が接合されて筒状とされるとともに、フランジ1a,1aの外周に設置した端部止水ゴムであるOリング12を介して分割押え部材13で押えられて止水する止水ゴム部材としてシート状の止水ゴム14が設けられている。そして、この止水ゴム部材である止水ゴム14を押える分割押え部材13の厚みによる外周空間を埋めて当該止水ゴム14の膨らみを抑える高さ調整用部材15が設けられ、両端の押え部材13,13間および高さ調整用部材15の外周を覆って止水ゴム14を耐圧補強する耐圧補強部材層16が積層状態で設けてある。さらに、この耐圧補強部材層16の外周を覆って当該耐圧補強部材層の少なくとも最内層16aとともに押え部材13上に押圧固定される耐候性カバー部材17が設けてある。また、変位を規制するため、可撓管1のフランジ1aと管路フランジFとを連結する連結ボルト・ナット1b,1cに代えて取り付けた連結固定用ボルト・ナット18,19を介して管路フランジF,Fの管軸方向外側の円周方向複数個所に、径方向外側に突き出す変位規制用のプレート部材20が取り付けられ、プレート部材20,20間に、許容する変位に相当する長さを加えた長さの変位規制用ロッド部材21が挿通されて既設可撓管の外面補強構造10が構成されている。   As shown in FIGS. 1 and 2, the existing flexible tube outer surface reinforcing structure 10 is filled with a filling member 11 that forms a flat outer peripheral surface between the flanges 1 a and 1 a of the flexible tube 1. The outer end surface of the flexible tube 1 made flat and the flanges 1a and 1a on both ends are joined to form a cylindrical shape by joining the side end portions, and the end waterproof rubber installed on the outer periphery of the flanges 1a and 1a A sheet-like water-stopping rubber 14 is provided as a water-stopping rubber member that is pressed by the divided presser member 13 through the O-ring 12 to stop water. And the height adjustment member 15 which fills the outer peripheral space by the thickness of the split pressing member 13 which presses the water stopping rubber 14 which is the water stopping rubber member and suppresses the swelling of the water stopping rubber 14 is provided, and the pressing members at both ends are provided. A pressure-resistant reinforcing member layer 16 is provided in a laminated state, which covers the outer periphery of the height adjusting member 15 between 13 and 13 and reinforced the waterproof rubber 14 with pressure resistance. Further, a weather-resistant cover member 17 is provided that covers the outer periphery of the pressure-resistant reinforcing member layer 16 and is pressed and fixed onto the pressing member 13 together with at least the innermost layer 16a of the pressure-resistant reinforcing member layer. Further, in order to restrict the displacement, the pipe line is connected via connection fixing bolts and nuts 18 and 19 attached in place of the connection bolts and nuts 1b and 1c for connecting the flange 1a of the flexible pipe 1 and the pipe flange F. Displacement restricting plate members 20 protruding outward in the radial direction are attached to a plurality of circumferential positions on the outer side in the tube axis direction of the flanges F, F, and the length corresponding to the allowable displacement is set between the plate members 20, 20. The displacement regulating rod member 21 having the added length is inserted to form the outer surface reinforcing structure 10 of the existing flexible tube.

このような既設可撓管の外面補強構造10によれば、可撓管1の外周面を充填部材11で平坦にして止水ゴム14を巻いて筒状に接合するとともに、止水ゴム14の端部をOリング12を介して可撓管1のフランジ1aに押え部材13で押圧固定することで、可撓管1の外周に密着させて止水性を確保することができ、新たなフランジを管路D,Dに固定することなく、コンパクトにすることができる。また、押え部材13の厚さ分の外周空間を高さ調整用部材15で埋め、耐圧補強部材層16で覆うことで、止水ゴム14が自由に膨らむ空間を無くすことができ、止水ゴム14を耐圧補強部材層16で覆うことで確実に耐圧性を付与することができる。さらに、外側を耐候性カバー部材17で覆うことで、耐候性を確保することができるとともに、可撓管1のフランジ1aと管路フランジDとの連結ボルト・ナット1b、1cに代えた連結固定用ボルト・ナット18,19で固定したプレート部材20,20間に変位規制用ロッド21を挿通して許容変位をロッドの長さで規制することができ、変位の吸収と止水ゴム14の破損を防止することができる。
これにより、水管橋などの狭い空間の可撓管1を外面から補強してそのまま継続使用することができるとともに、各部材も軽量コンパクトであり、施工も容易かつ短時間に補強することができる。
なお、端部止水ゴムとしては、Oリングに限らず、他の断面形状のものであっても良く、矩形断面や半円などと矩形を組合わせた断面形状のものであっても良い。
According to the outer surface reinforcing structure 10 of such an existing flexible tube, the outer peripheral surface of the flexible tube 1 is flattened by the filling member 11, wound with the water-stopping rubber 14 and joined into a cylindrical shape. By pressing and fixing the end portion to the flange 1a of the flexible tube 1 through the O-ring 12 with the pressing member 13, the water tightness can be secured by closely contacting the outer periphery of the flexible tube 1, and a new flange can be secured. It can be made compact without being fixed to the pipes D and D. Further, by filling the outer peripheral space corresponding to the thickness of the presser member 13 with the height adjusting member 15 and covering with the pressure-resistant reinforcing member layer 16, a space where the waterstop rubber 14 can freely swell can be eliminated, and the waterstop rubber By covering 14 with the pressure-resistant reinforcing member layer 16, pressure resistance can be reliably imparted. Furthermore, weather resistance can be ensured by covering the outside with a weather-resistant cover member 17, and connection fixing of the flange 1 a and the pipe flange D of the flexible tube 1 in place of the connection bolts and nuts 1 b and 1 c is possible. The displacement restricting rod 21 is inserted between the plate members 20 and 20 fixed by the bolts and nuts 18 and 19 to allow the allowable displacement to be restricted by the length of the rod, so that the displacement is absorbed and the waterproof rubber 14 is damaged. Can be prevented.
Accordingly, the flexible tube 1 in a narrow space such as a water pipe bridge can be reinforced from the outer surface and continuously used as it is, and each member is also lightweight and compact, and can be reinforced easily and in a short time.
The end water-stopping rubber is not limited to the O-ring, but may have another cross-sectional shape, or may have a cross-sectional shape in which a rectangle and a semicircle are combined with a rectangle.

次に、このような既設可撓管の外面補強構造10の詳細について、図3〜図6に示すこの発明の既設可撓管の外面補強方法の各工程に基づいて説明する。
まず、第1工程として、可撓管1を管路Dに取り付けている連結ボルト・ナット1b,1cを取り外し(図3(a)参照)、続く第2工程として、管路フランジF側に長く突き出したねじ部を備えたプレート部材20を取り付けるための連結固定用ボルト・ナット18,19に交換する(図3(b)参照)。この連結ボルト・ナット1b,1cと連結固定用ボルト・ナット18,19との交換は、例えば図2に示すように、フランジ1aおよび管路フランジFの円周方向に等間隔に所定箇所のものを交換すれば良く、例えば円周方向6か所のそれぞれ2本ずつを交換する。
なお、連結固定用ボルト18として図示例のものに代え、可撓管1との間にスペースがあれば管路フランジF側に突き出す長さの長い六角ボルトを用いるようにしても良い。
Next, the details of the outer surface reinforcing structure 10 of the existing flexible tube will be described based on each step of the outer surface reinforcing method of the existing flexible tube of the present invention shown in FIGS.
First, as the first step, the connecting bolts and nuts 1b and 1c attaching the flexible tube 1 to the pipe D are removed (see FIG. 3A), and as the second step, the pipe flange F side is long. It replaces | exchanges for the bolts and nuts 18 and 19 for connection fixation for attaching the plate member 20 provided with the protruded thread part (refer FIG.3 (b)). For example, as shown in FIG. 2, the connection bolts / nuts 1b, 1c and the connection fixing bolts / nuts 18, 19 are exchanged at predetermined intervals in the circumferential direction of the flange 1a and the pipe flange F. For example, two of each of six places in the circumferential direction are exchanged.
In addition, as a connection fixing bolt 18, a long hexagon bolt that protrudes toward the pipe flange F may be used if there is a space between the flexible pipe 1 and the flexible pipe 1.

次に、第3工程として、変位が生じている可撓管1の伸縮部1dの外周を平坦にするため、フランジ1a,1a間に型枠となるプラスチック板22などを巻きつけてガムテープ23などで仮固定し、プラスチック板22の内部に充填部材11を注入充填する(図3(c)参照)。この充填部材11としては、発泡剤が用いられ、例えば発泡原料を空気中の水分で発泡させることができるものが使用される。具体的な発泡剤として発泡ウレタンなどが用いられる。
充填部材11の注入充填が完了後、型枠としたプラスチック板22を取り外したり、そのまま残した状態としても良い。
Next, as a third step, in order to flatten the outer periphery of the expansion / contraction part 1d of the flexible tube 1 in which displacement has occurred, a plastic plate 22 or the like serving as a mold is wound between the flanges 1a and 1a, and the gum tape 23 or the like. Then, the filling member 11 is injected and filled into the plastic plate 22 (see FIG. 3C). As the filling member 11, a foaming agent is used. For example, a material capable of foaming a foaming raw material with moisture in the air is used. As a specific foaming agent, foamed urethane or the like is used.
After the filling and filling of the filling member 11 is completed, the plastic plate 22 as the mold may be removed or left as it is.

次に、第4工程として可撓管1のフランジ1a,1aの外周に止水用の端部止水ゴムとしてOリング12を取り付ける。Oリング12の取り付け前には、必要に応じてフランジ1a,1aの外周のさびなどを除去して不陸をなくしておく。このOリング12は、長い紐状のものをフランジ1a,1aの外周に接着剤などで固定するととともに、端部同士を突き合わせて接着剤で接合し環状とする(図4(a)参照)。   Next, as a fourth step, an O-ring 12 is attached to the outer periphery of the flanges 1a, 1a of the flexible tube 1 as an end waterproof rubber for water stop. Before the O-ring 12 is attached, rust on the outer periphery of the flanges 1a and 1a is removed as necessary to eliminate unevenness. The O-ring 12 has a long string-like shape fixed to the outer periphery of the flanges 1a and 1a with an adhesive or the like, and the ends are butted together and bonded to each other with an adhesive (see FIG. 4A).

この後、第5工程として、充填部材11で平坦にした可撓管1の外周および両端のフランジ1a,1a上のOリング12を覆うようにシート状の止水ゴム14を巻きつけ、図4(b)に示すように、止水ゴム14の側端部同士を突き合わせるとともに、裏側に接合シート14aを当てて接着剤で全面接着して筒状に接合する。
この止水ゴム14は均一な厚みのゴムを使用し、既設の可撓管1が破損した場合に外周部からの漏水を防止する(図4(b)参照)。
このような接合シート14aを当てて接着剤で接合することで、確実に接合できるとともに、加硫の場合のような治具を必要とせず、短時間に接合できる。
Thereafter, as a fifth step, a sheet-like waterproof rubber 14 is wound around the outer circumference of the flexible tube 1 flattened by the filling member 11 and the O-rings 12 on the flanges 1a and 1a at both ends. As shown in (b), the side end portions of the water-stopping rubber 14 are abutted against each other, and a bonding sheet 14a is applied to the back side, and the entire surface is bonded with an adhesive and bonded into a cylindrical shape.
This water-stopping rubber 14 uses a rubber having a uniform thickness, and prevents water leakage from the outer peripheral portion when the existing flexible tube 1 is damaged (see FIG. 4B).
By applying such a bonding sheet 14a and bonding with an adhesive, the bonding sheet 14a can be reliably bonded, and can be bonded in a short time without requiring a jig as in the case of vulcanization.

第6工程として、止水ゴム14の両端部をフランジ1a,1aの外周に分割押え部材13を当てて周方向に締め付けて固定する。分割押え部材13は、図2に示すように、円周方向に複数、図示例では円周方向に7つに分割されて構成され、それぞれは円周方向に沿う分割リング部13aと、その両端部に取り付けられた径方向に突き出すフランジ部13bとを備えている。そして、隣接するフランジ部13b,13b間に挿通されたボルト・ナット13cで7つの分割押え部材13を環状に連結して締め付けることで、止水ゴム14およびOリング12をフランジ1a,1aの外周に押圧して締め付けて固定する(図5(a)参照)。このような分割押え部材13で止水ゴム14をOリング12を介して締め付けることで、止水ゴム14の両端部を密封し止水することができる。
なお、分割押え部材13の分割リング部13aの内周面に、図7(b)に示したように、円弧状断面や矩形状断面のOリング溝13d,13eを形成するようにしても良く、一層確実にOリング13での密封性を向上し止水することができる。
As a sixth step, the both ends of the water stop rubber 14 are fixed by tightening in the circumferential direction by applying the divided presser member 13 to the outer periphery of the flanges 1a, 1a. As shown in FIG. 2, the divided presser member 13 is divided into a plurality of pieces in the circumferential direction, and in the illustrated example, is divided into seven pieces in the circumferential direction, each of which is divided into a ring portion 13 a along the circumferential direction and both ends thereof. And a flange portion 13b protruding in the radial direction attached to the portion. Then, the seven split presser members 13 are connected in an annular shape with bolts / nuts 13c inserted between adjacent flange portions 13b, 13b, and tightened so that the water stop rubber 14 and the O-ring 12 are connected to the outer periphery of the flanges 1a, 1a. And tighten to fix (see FIG. 5A). By tightening the water stop rubber 14 via the O-ring 12 with such a divided presser member 13, both ends of the water stop rubber 14 can be sealed to stop water.
In addition, as shown in FIG. 7B, O-ring grooves 13d and 13e having an arcuate cross section or a rectangular cross section may be formed on the inner peripheral surface of the split ring portion 13a of the split presser member 13. Further, the sealing performance at the O-ring 13 can be improved more reliably and water can be stopped.

次に、第7工程として、両端のフランジ1a,1aに取り付けた分割押え部材13の分割リング部13aの厚さに相当する止水ゴム13の外周空間を埋めるため高さ調整用部材15が設けられる。この高さ調整用部材15としては、例えば発泡材やゴム材の帯状のものをらせん状に巻きつけて接着剤などで固定することで空間を埋めるようにする。
このような高さ調整用部材15で止水ゴム13の外周空間を埋めることで、止水ゴム13が自由に膨らむ空間を無くすことができ、止水ゴム13の破損を防止して止水性を向上することができる(図5(b)参照)。
Next, as a seventh step, a height adjusting member 15 is provided to fill the outer peripheral space of the water stop rubber 13 corresponding to the thickness of the split ring portion 13a of the split presser member 13 attached to the flanges 1a and 1a at both ends. It is done. As the height adjusting member 15, for example, a foam or rubber band is spirally wound and fixed with an adhesive or the like to fill the space.
By filling the outer peripheral space of the water stop rubber 13 with such a height adjusting member 15, it is possible to eliminate the space where the water stop rubber 13 swells freely, and prevents the water stop rubber 13 from being damaged to prevent water stop. This can be improved (see FIG. 5B).

さらに、第8工程として、こうして平坦とした高さ調整用部材15および両端の押え部材13の分割リング部13b上に耐圧補強部材層16を設ける。この耐圧補強部材層16は、止水ゴム13の内面にかかる圧力による止水ゴム13の膨張を抑制するためのものであり、ゴムを被覆した帯状の布をらせん状に巻いて多重巻きとして積層して形成される。
この耐圧補強部材層16は、少なくとも最内層16aを分割押え部材13の分割リング部13b上に位置するように巻きつけるが、その外側の層については、必ずしも分割リング部13b上まで積層せずに高さ調整用部材15の外側だけに巻きつけるようにしても良い(図5(c)参照)。
なお、この耐圧補強部材層16は、可撓管1が万一破損した場合に止水ゴム13の内面に加わる圧力に耐えるように積層数や使用材料を選択すれば良い。
Further, as the eighth step, the pressure-resistant reinforcing member layer 16 is provided on the height adjusting member 15 thus flat and the split ring portions 13b of the pressing members 13 at both ends. This pressure-resistant reinforcing member layer 16 is for suppressing the expansion of the water-stopping rubber 13 due to the pressure applied to the inner surface of the water-stopping rubber 13, and is laminated as a multiple winding by winding a belt-like cloth covered with rubber in a spiral shape. Formed.
The pressure-resistant reinforcing member layer 16 is wound so that at least the innermost layer 16a is positioned on the split ring portion 13b of the split presser member 13, but the outer layer is not necessarily stacked on the split ring portion 13b. You may make it wind only to the outer side of the member 15 for height adjustment (refer FIG.5 (c)).
The pressure-resistant reinforcing member layer 16 may be selected from the number of layers and the material used so as to withstand the pressure applied to the inner surface of the waterproof rubber 13 in the event that the flexible tube 1 is damaged.

次に、第9工程として、耐圧補強部材層16の外側を覆って耐候性カバー部材17が設けられ、少なくとも最内層16aの耐圧補強部材層16と重なる両端部がカバー固定バンド24で締め付けられて押圧固定される。この耐候性カバー部材17は、耐候性を備えたゴムシートなどで構成されたものが用いられ、耐圧補強部材層16の外側を覆って側端部を重ね合わせるなどで筒状に接合される。カバー固定バンド24は、少なくとも1か所が開口されたものを耐候性カバー部材17の外側に当てて締め付けることで、耐圧補強部材層16と耐候性カバー部材17の端部を押圧固定する。これにより、分割押え部材13の分割リング部13aの管軸方向の長さ分だけ既設の可撓管1などが変位しても耐圧補強部材層16と耐候性カバー部材17の端部が外れることを防止できるようにしてある(図6(a)参照)。
なお、耐圧補強部材層16および耐候性カバー部材17を分割押え部材13の分割リング部13a上で一層確実に押圧固定するとともに、可撓管1の変位にも一層確実に対応できるようにするため、図7(a)に示すように、分割押え部材13の分割リング部13aに周方向に沿う突出部13fを溶接などで取り付け、この突出部13fの管軸方向前後にカバー固定バンド24を配置して2重に締め付けるようにしても良い。また、突出部13fの横断面形状は、図示例の円形断面のものに限らず、矩形断面など他の形状であっても良く、金属製のものを溶接で固定する場合に限らず、樹脂製のものを接着するなどで固定しても良い。さらに、分割押え部材13の分割リング部13aの管軸方向の幅を大きくすることで、既設の可撓管1が変位しても耐圧補強部材層16と耐候性カバー部材17の端部が外れることを防止できることから、許容変位に応じて幅を適宜設定すれば良い。
Next, as a ninth step, a weatherproof cover member 17 is provided so as to cover the outer side of the pressure-resistant reinforcing member layer 16, and at least both ends of the innermost layer 16 a overlapping the pressure-resistant reinforcing member layer 16 are tightened by the cover fixing band 24. Pressed and fixed. The weather-resistant cover member 17 is formed of a weather-resistant rubber sheet or the like, and is joined in a cylindrical shape by covering the outer side of the pressure-resistant reinforcing member layer 16 and overlapping side ends. The cover fixing band 24 presses and fixes the pressure-proof reinforcing member layer 16 and the end portions of the weather-resistant cover member 17 by applying and tightening at least one opening to the outside of the weather-resistant cover member 17. Thereby, even if the existing flexible tube 1 etc. is displaced by the length in the tube axis direction of the divided ring portion 13a of the divided presser member 13, the end portions of the pressure-resistant reinforcing member layer 16 and the weather-resistant cover member 17 are detached. Can be prevented (see FIG. 6A).
The pressure-resistant reinforcing member layer 16 and the weather-resistant cover member 17 are more reliably pressed and fixed on the split ring portion 13a of the split presser member 13, and the displacement of the flexible tube 1 can be dealt with more reliably. As shown in FIG. 7 (a), a protruding portion 13f along the circumferential direction is attached to the split ring portion 13a of the divided presser member 13 by welding or the like, and a cover fixing band 24 is arranged on the front and rear sides of the protruding portion 13f in the tube axis direction. Then, it may be double-tightened. Further, the cross-sectional shape of the protruding portion 13f is not limited to the circular cross-section in the illustrated example, but may be other shapes such as a rectangular cross-section. It may be fixed by adhering things. Further, by increasing the width of the split ring portion 13a of the split presser member 13 in the tube axis direction, the end portions of the pressure-resistant reinforcing member layer 16 and the weather-resistant cover member 17 are detached even if the existing flexible tube 1 is displaced. Therefore, the width may be appropriately set according to the allowable displacement.

最後の工程である第10工程では、可撓管1のフランジ1a,1aと管路フランジF,Fを連結する連結ボルト・ナット1b,1cに代えて取り付けた連結固定用ボルト・ナット18,19にプレート部材20を取り付けて管路フランジF,Fの管軸方向外側で径方向外側に突き出すように円周方向6か所に配置して固定する。
このプレート部材20は、フランジ1aおよび管路フランジFへの取り付けのため2つの貫通孔が形成され、径方向外側に突き出した部分に変位規制用ロッド部材21を挿通する1つの貫通孔が形成してある。そして、管路フランジFの外側に当てたプレート部材20は、連結固定用ボルト・ナット18,19の外側にワッシャー25を介してナット26で締め付けられる。また、プレート部材20の変位規制用ロッド部材21が挿通される貫通孔の外側には、変位の方向変化に対応できるように円錐プレート20aが溶接してある。
このようなプレート部材20,20間に変位規制用ロッド部材21が挿通され、両端部にワッシャー21aおよびダブルナット21bがねじ込まれており、両端部のワッシャー21a,21aの間の長さがプレート部材20,20間の距離に許容する変位分の長さを加えた長さとしてある。これにより、許容変位を越えて可撓管1が変位すると、変位規制用ロッド部材21が突っ張るようになり、それ以上の変位が規制されることになる(図6(b)参照)。
In the tenth step, which is the last step, the connecting and fixing bolts and nuts 18 and 19 attached in place of the connecting bolts and nuts 1b and 1c for connecting the flanges 1a and 1a of the flexible tube 1 and the pipe flanges F and F are used. The plate member 20 is attached to the pipe flanges F and F, and arranged and fixed at six places in the circumferential direction so as to protrude radially outward on the pipe axis direction outside of the pipe flanges F and F.
The plate member 20 is formed with two through holes for attachment to the flange 1a and the pipe flange F, and one through hole through which the displacement regulating rod member 21 is inserted is formed at a portion protruding radially outward. It is. The plate member 20 applied to the outside of the pipe flange F is fastened by a nut 26 via a washer 25 on the outside of the connection fixing bolts and nuts 18 and 19. Further, a conical plate 20a is welded to the outside of the through hole through which the displacement regulating rod member 21 of the plate member 20 is inserted so as to cope with a change in the direction of displacement.
The displacement regulating rod member 21 is inserted between the plate members 20 and 20, the washers 21 a and the double nuts 21 b are screwed into both ends, and the length between the washers 21 a and 21 a at both ends is the plate member. The distance between the distances 20 and 20 is added to the allowable displacement length. Accordingly, when the flexible tube 1 is displaced beyond the allowable displacement, the displacement regulating rod member 21 is stretched, and further displacement is regulated (see FIG. 6B).

このような既設可撓管の外面補強構造10およびその外面補強方法によれば、可撓管1の外周に充填部材11を充填し平坦にするので、止水ゴム14の取り付けを容易に行うことができ、作業性を向上することができる。
また、可撓管1の外周に取り付ける止水ゴム14の側端部を接合シート14aを当てて接着剤で接合するようにしたので、円周方向端部からの漏水を確実に防止することができるとともに、現地での加温加圧接合のための治具を搬入する必要もなく、短時間に接合することができ、施工時間を短縮することができる。
さらに、止水ゴム14の両端部には、Oリング12を介してシールするとともに、分割押え部材13で締め付けるようにしたので、Oリング12での止水圧を確保して端部からの漏水を確実に防止することができる。
また、止水ゴム14の外周に形成される分割押え部材13の厚さによる空間を高さ調整用部材15で埋めるようにしたので、止水ゴム14が自由に膨らむことを防止することができ、耐圧性および止水性を確保することができる。
さらに、止水ゴム14の外周を、高さ調整用部材15を介して耐圧補強部材層16を設けてあるので、止水ゴム14の内面にかかる圧力による止水ゴム14の膨張を抑制することができ、高圧力(常用圧力:1.0MPa)にも耐えることができる。
また、最外周を耐候性カバー部材17で覆ってあるので、耐候性を確保することができるとともに、耐候性カバー部材17を覆う範囲もほぼ可撓管1の範囲であり、従来の保護カバー等の大きなものを使用しないので、狭い空間で取り付け作業を行うことができる。
さらに、耐圧補強部材層16の少なくとも最内層16aと耐候性カバー部材17とを分割押え部材13上でカバー固定バンド24で押えるようにしたので、これら耐圧補強部材層16の少なくとも最内層16aと耐候性カバー部材17とが離脱することを防止できるとともに、分割押え部材13の動きを抑制することができる。
また、管路フランジF,Fにプレート部材20を取り付け、プレート部材20,20間に変位規制ロッド部材21を挿通したので、止水ゴム14内面に圧力が加わる場合に管軸方向に推力が生じ、止水ゴム14を管軸方向に伸ばす力が働くが、この管軸方向に働く力を抑制することができ、止水ゴム14に過剰な伸びが発生し、止水性が低下することを防止することができる。
According to the outer surface reinforcing structure 10 of the existing flexible tube and the outer surface reinforcing method, the outer periphery of the flexible tube 1 is filled with the filling member 11 and is flattened, so that the waterproof rubber 14 can be easily attached. And workability can be improved.
Moreover, since the side edge part of the water stop rubber 14 attached to the outer periphery of the flexible tube 1 was joined with the adhesive by applying the joining sheet 14a, it is possible to reliably prevent water leakage from the circumferential end part. In addition, it is not necessary to carry in a jig for on-site heating and pressure bonding, and bonding can be performed in a short time, thereby shortening the construction time.
Furthermore, since both ends of the water-stopping rubber 14 are sealed through the O-ring 12 and tightened by the divided presser member 13, a water-stopping pressure at the O-ring 12 is secured to prevent water leakage from the end. It can be surely prevented.
Further, since the space due to the thickness of the divided presser member 13 formed on the outer periphery of the waterstop rubber 14 is filled with the height adjusting member 15, the waterstop rubber 14 can be prevented from being freely expanded. In addition, pressure resistance and water stoppage can be ensured.
Further, since the pressure-resistant reinforcing member layer 16 is provided on the outer periphery of the water-stopping rubber 14 via the height adjusting member 15, the expansion of the water-stopping rubber 14 due to the pressure applied to the inner surface of the water-stopping rubber 14 is suppressed. And can withstand high pressure (normal pressure: 1.0 MPa).
Moreover, since the outermost periphery is covered with the weather resistant cover member 17, the weather resistance can be ensured, and the range covering the weather resistant cover member 17 is also substantially the range of the flexible tube 1, such as a conventional protective cover, etc. Since a large-sized one is not used, the installation work can be performed in a narrow space.
Furthermore, since at least the innermost layer 16a of the pressure-resistant reinforcing member layer 16 and the weather-resistant cover member 17 are pressed by the cover fixing band 24 on the divided pressing member 13, at least the innermost layer 16a of these pressure-resistant reinforcing member layers 16 and the weather resistance are protected. The separable cover member 17 can be prevented from being detached, and the movement of the divided presser member 13 can be suppressed.
Further, since the plate member 20 is attached to the pipe flanges F and F, and the displacement regulating rod member 21 is inserted between the plate members 20 and 20, a thrust is generated in the pipe axis direction when pressure is applied to the inner surface of the water stop rubber 14. The force that stretches the water-stopping rubber 14 in the direction of the tube axis acts, but the force acting in the direction of the tube-axis can be suppressed, preventing excessive elongation of the water-stopping rubber 14 and lowering the water-stopping property. can do.

さらに、この既設可撓管の外面補強構造およびその外面補強方法によれば、外面補強のために使用する部材の単位重量が軽く、作業者が手で現場まで運搬することが可能なため部材の運搬用機材が必要なく、止水ゴムなどの接合も硬化時間の短い接着剤を使用して行うことができ、接着用の特殊な型なども不要となる。
これにより、直径が900mm以上の中口径の管やさらに直径の大きい大口径管の可撓管に対しても部材を運搬可能な範囲で容易に適用することができる。
Furthermore, according to the outer surface reinforcing structure and the outer surface reinforcing method of the existing flexible pipe, the unit weight of the member used for the outer surface reinforcement is light and can be transported by hand to the site. There is no need for transportation equipment, and waterproofing rubber can be joined using an adhesive with a short curing time, and a special mold for bonding is not required.
Thereby, the member can be easily applied to a medium-diameter tube having a diameter of 900 mm or more or a flexible tube having a large-diameter tube having a large diameter as long as the member can be transported.

また、この既設可撓管の外面補強構造およびその外面補強方法によれば、分割押え部材13上に突出部13fを設けてその管軸方向前後でカバー固定バンド24,24で耐圧補強部材層16の少なくとも最内層16aと耐候性カバー部材17とを押えるようにしたので、これら耐圧補強部材層16の少なくとも最内層16aと耐候性カバー部材17とが離脱することを一層確実に防止することができる。   Further, according to the outer surface reinforcing structure and the outer surface reinforcing method of the existing flexible pipe, the protrusion 13f is provided on the divided presser member 13, and the pressure-resistant reinforcing member layer 16 is formed by the cover fixing bands 24, 24 around the tube axis direction. Since at least the innermost layer 16a and the weather resistant cover member 17 are pressed, at least the innermost layer 16a of the pressure-resistant reinforcing member layer 16 and the weather resistant cover member 17 can be more reliably prevented. .

さらに、この既設可撓管の外面補強構造およびその外面補強方法によれば、分割押え部材13の内周側にOリング溝13dやOリング溝13eを形成したので、Oリング12の管軸方向位置ずれを防止することができ、一層止水性を向上することができる。   Furthermore, according to the outer surface reinforcing structure of the existing flexible tube and the outer surface reinforcing method, the O-ring groove 13d and the O-ring groove 13e are formed on the inner peripheral side of the divided presser member 13, so that the tube axis direction of the O-ring 12 is Misalignment can be prevented, and water stoppage can be further improved.

10 既設可撓管の外面補強構造
11 充填部材
12 Oリング(端部止水ゴム)
13 分割押え部材
13a 分割リング部
13b フランジ部
13c ボルト・ナット
13d Oリング溝
13e Oリング溝
13f 突出部
14 止水ゴム(止水ゴム部材)
14a 接合シート
15 高さ調整用部材
16 耐圧補強部材層
16a 最内層
17 耐候性カバー部材
18 連結固定用ボルト
19 連結固定用ナット
20 プレート部材
21 変位規制用ロッド部材
22 プラスチック板
23 ガムテープ
24 カバー固定バンド
25 ワッシャー
26 ナット
A 橋台
B 支承
C リングサポート
D 管路
F 管路フランジ
1 可撓管
1a フランジ
1b 連結ボルト
1c 連結ナット
1d 伸縮部
DESCRIPTION OF SYMBOLS 10 External surface reinforcement structure of existing flexible pipe 11 Filling member 12 O-ring (end part waterproof rubber)
13 Dividing presser member 13a Dividing ring portion 13b Flange portion 13c Bolt / nut 13d O-ring groove 13e O-ring groove 13f Protruding portion 14 Water-stopping rubber (water-stopping rubber member)
14a Joint sheet 15 Height adjusting member 16 Pressure-resistant reinforcing member layer 16a Innermost layer 17 Weatherproof cover member 18 Connection fixing bolt 19 Connection fixing nut 20 Plate member 21 Displacement regulating rod member 22 Plastic plate 23 Gum tape 24 Cover fixing band 25 Washer 26 Nut A Abutment B Support C Ring support D Pipe F Pipe flange 1 Flexible pipe 1a Flange 1b Connection bolt 1c Connection nut 1d Extendable part

Claims (6)

管路にフランジを介して取り付けられた可撓管を外面から補強する既設可撓管の外面補強構造であって、
前記可撓管のフランジ間を平坦外周面に成形する充填部材と、この充填部材で平坦面とされた可撓管の外周面および両端フランジを覆って側端部が接合されて筒状とされるとともに、フランジ外周に設置した端部止水ゴムを介して分割押え部材で押えられて止水する止水ゴム部材と、この止水ゴム部材を押える分割押え部材の厚みによる外周空間を埋めて当該止水ゴム部材の膨らみを抑える高さ調整用部材と、両端の押え部材間および高さ調整用部材の外周を覆って止水ゴム部材を耐圧補強する耐圧補強部材層と、この耐圧補強部材層の外周を覆って当該耐圧補強部材層の少なくとも最内層とともに押え部材上に押圧固定される耐候性カバー部材と、前記フランジを連結する連結ボルトに代えて取り付けた連結固定用ボルトを介して前記フランジに連結された管路フランジの管軸方向外側の円周方向複数個所に取り付けられて径方向外側に突き出す変位規制用のプレート部材と、プレート部材間に挿通され許容する変位に相当する長さを加えた長さの変位規制用ロッド部材とを備えてなることを特徴とする既設可撓管の外面補強構造。
An outer surface reinforcing structure of an existing flexible tube that reinforces a flexible tube attached to a pipe line via a flange from the outer surface,
A filling member for forming between the flanges of the flexible tube into a flat outer peripheral surface, and the outer end surface of the flexible tube made flat by the filling member and both end flanges are joined to form a cylindrical shape. In addition, fill the outer peripheral space by the water stop rubber member that is pressed by the divided presser member through the end water stop rubber installed on the outer periphery of the flange to stop the water and the thickness of the split presser member that holds the water stop rubber member. A height adjusting member that suppresses the swelling of the waterproof rubber member, a pressure-resistant reinforcing member layer that covers the space between the pressing members at both ends and the outer periphery of the height-adjusting member to pressure-proof the waterproof rubber member, and the pressure-resistant reinforcing member The weather-resistant cover member that covers the outer periphery of the layer and is pressed and fixed onto the pressing member together with at least the innermost layer of the pressure-resistant reinforcing member layer, and the connection fixing bolt that is attached instead of the connection bolt that connects the flange Hula A plate member for displacement restriction that is attached to a plurality of circumferentially outer pipe axial directions of a pipe flange connected to the pipe and protrudes radially outward, and a length corresponding to a displacement that is inserted and allowed between the plate members An outer surface reinforcing structure of an existing flexible tube, characterized by comprising a displacement regulating rod member having a length to which is added.
前記フランジ外周に設置する端部止水ゴムをOリングで構成するとともに、前記分割押え部材の内周側にOリング溝を形成してなることを特徴とする請求項1記載の既設可撓管の外面補強構造。   The existing flexible pipe according to claim 1, wherein an end water-stopping rubber installed on the outer periphery of the flange is formed of an O-ring, and an O-ring groove is formed on the inner peripheral side of the divided presser member. External surface reinforcement structure. 前記分割押え部材の外周面に突出部を設け、この突出部の管軸方向両側で前記耐圧補強部材層の少なくとも最内層および耐候性カバー部材を押圧固定してなることを特徴とする請求項1または2記載の既設可撓管の外面補強構造。   2. A projecting portion is provided on the outer peripheral surface of the divided presser member, and at least the innermost layer of the pressure-resistant reinforcing member layer and the weather-resistant cover member are pressed and fixed on both sides of the projecting portion in the tube axis direction. Or the outer surface reinforcement structure of the existing flexible tube of 2. 管路にフランジを介して取り付けられた可撓管を外面から補強する既設可撓管の外面補強方法であって、
前記可撓管のフランジ間を充填部材により平坦外周面に成形し、この充填部材で平坦面とされた可撓管の外周面および両端フランジを止水ゴム部材で覆って側端部を接合して筒状とするとともに、フランジ外周に端部止水ゴムを設置して分割押え部材で押圧固定し、この分割押え部材の厚みによる止水ゴム部材の外周空間を当該止水ゴム部材の膨らみを抑える高さ調整用部材で埋めた後、両端の押え部材間および高さ調整用部材の外周を覆って前記止水ゴム部材を耐圧補強する耐圧補強部材層を設け、この耐圧補強部材層の外周を覆って当該耐圧補強部材層の少なくとも最内層とともに押え部材上に押圧固定される耐候性カバー部材を設け、前記フランジを連結する連結ボルトに代えて円周方向複数個所に取り付けた連結固定用ボルトを介して径方向外側に突き出す変位規制用のプレート部材を、前記フランジに連結された管路フランジの管軸方向外側に取り付け、これらプレート部材間に、許容する変位に相当する長さを加えた長さの変位規制用ロッド部材を挿通するようにしたことを特徴とする既設可撓管の外面補強方法。
An outer surface reinforcing method of an existing flexible tube for reinforcing a flexible tube attached to a pipe line via a flange from the outer surface,
Between the flanges of the flexible tube is formed into a flat outer peripheral surface by a filling member, and the outer peripheral surface and both end flanges of the flexible tube made flat by the filling member are covered with a waterproof rubber member and the side ends are joined. In addition, the end waterproof rubber is installed on the outer periphery of the flange and fixed with the divided presser member, and the outer peripheral space of the waterproof rubber member is expanded by the thickness of the divided presser member. After filling with the height adjusting member to be suppressed, a pressure reinforcing member layer for pressure-proofing the waterproof rubber member is provided to cover between the holding members at both ends and the outer periphery of the height adjusting member, and the outer periphery of the pressure reinforcing member layer A connection-fixing bolt that is provided with a weather-resistant cover member that is pressed and fixed onto the presser member together with at least the innermost layer of the pressure-proof reinforcing member layer, and is attached to a plurality of locations in the circumferential direction instead of the connection bolt that connects the flange Through A plate member for displacement restriction protruding outward in the radial direction is attached to the outer side in the pipe axis direction of the pipe flange connected to the flange, and a length corresponding to the allowable displacement is added between these plate members. A method for reinforcing an outer surface of an existing flexible tube, wherein the displacement regulating rod member is inserted.
前記フランジ外周に設置する端部止水ゴムをOリングで構成し、フランジ外周に接着するとともに、環状に接合し、前記分割押え部材の内周側に形成したOリング溝で押圧するようにしたことを特徴とする請求項4記載の既設可撓管の外面補強方法。   The end water-stopping rubber installed on the outer periphery of the flange is formed of an O-ring, and is bonded to the outer periphery of the flange, joined in an annular shape, and pressed by an O-ring groove formed on the inner peripheral side of the divided presser member. The method for reinforcing the outer surface of an existing flexible pipe according to claim 4. 前記分割押え部材の外周面に突出部を設け、この突出部の管軸方向両側で前記耐圧補強部材層の少なくとも最内層および耐候性カバー部材を押圧固定するようにしたことを特徴とする請求項4または5記載の既設可撓管の外面補強方法。   A protrusion is provided on the outer peripheral surface of the divided presser member, and at least the innermost layer of the pressure-resistant reinforcing member layer and the weather-resistant cover member are pressed and fixed on both sides in the tube axis direction of the protrusion. The outer surface reinforcement method of the existing flexible tube of 4 or 5.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5634191U (en) * 1979-08-24 1981-04-03
JPS5867186U (en) * 1981-10-30 1983-05-07 カルソニックカンセイ株式会社 pipe fittings
JPH07301379A (en) * 1994-04-28 1995-11-14 Tokyo Flex:Kk Flexible pipe joint
JP2933144B2 (en) * 1991-05-17 1999-08-09 株式会社荏原製作所 High temperature expansion
JPH11294658A (en) * 1998-04-06 1999-10-29 Toyo Tire & Rubber Co Ltd Flexible expansible joint, and its manufacture
JPH11325357A (en) * 1998-05-14 1999-11-26 Nichias Corp Flexible joint apparatus
EP1650483A1 (en) * 2004-10-22 2006-04-26 Hutchinson Flexible hose line for air conditioning circuit of a motor vehicle
JP2008232348A (en) * 2007-03-22 2008-10-02 Kurimoto Ltd Water leakage preventing device for expansion pipe

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5634191U (en) * 1979-08-24 1981-04-03
JPS5867186U (en) * 1981-10-30 1983-05-07 カルソニックカンセイ株式会社 pipe fittings
JP2933144B2 (en) * 1991-05-17 1999-08-09 株式会社荏原製作所 High temperature expansion
JPH07301379A (en) * 1994-04-28 1995-11-14 Tokyo Flex:Kk Flexible pipe joint
JPH11294658A (en) * 1998-04-06 1999-10-29 Toyo Tire & Rubber Co Ltd Flexible expansible joint, and its manufacture
JPH11325357A (en) * 1998-05-14 1999-11-26 Nichias Corp Flexible joint apparatus
EP1650483A1 (en) * 2004-10-22 2006-04-26 Hutchinson Flexible hose line for air conditioning circuit of a motor vehicle
JP2008232348A (en) * 2007-03-22 2008-10-02 Kurimoto Ltd Water leakage preventing device for expansion pipe

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