JP4625211B2 - Water leakage prevention device for telescopic tube - Google Patents

Water leakage prevention device for telescopic tube Download PDF

Info

Publication number
JP4625211B2
JP4625211B2 JP2001285120A JP2001285120A JP4625211B2 JP 4625211 B2 JP4625211 B2 JP 4625211B2 JP 2001285120 A JP2001285120 A JP 2001285120A JP 2001285120 A JP2001285120 A JP 2001285120A JP 4625211 B2 JP4625211 B2 JP 4625211B2
Authority
JP
Japan
Prior art keywords
expansion
pipe
water
cover
watertight
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2001285120A
Other languages
Japanese (ja)
Other versions
JP2003096833A (en
Inventor
準 福井
勝也 北條
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kurimoto Ltd
Original Assignee
Kurimoto Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kurimoto Ltd filed Critical Kurimoto Ltd
Priority to JP2001285120A priority Critical patent/JP4625211B2/en
Publication of JP2003096833A publication Critical patent/JP2003096833A/en
Application granted granted Critical
Publication of JP4625211B2 publication Critical patent/JP4625211B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Pipe Accessories (AREA)
  • Joints Allowing Movement (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、水管橋、添架管等の端部に設けられる伸縮管又は伸縮継手の外周部に取り付けて、地震等による伸縮管等の脱管、破損による漏水を防止するための装置に関するものである。
【0002】
【従来の技術】
水管橋や添架管は、水道管を道路橋のように河川の両岸に架け渡して支持するもので、温度変化に伴う管の伸縮や、地震等による下部工変位に伴う引張力や押込み力及び曲げを吸収できるように、伸縮管や伸縮管継手を設けて、伸縮可能な構造としているものが多い。近年、阪神大震災等による災害を経験したことから、水管橋の設計基準も見直され、大震災が発生しても落橋や漏水等によるライフラインの断絶を阻止することができるような設計基準が採用されるようになった。
【0003】
上記新しい設計基準によると、水管橋の上・下部工の変位を考慮した落橋防止装置を設置し、該落橋防止装置が許容する変位量に追随できる伸縮管又は伸縮管継手(「伸縮管等」という)を選定しているが、大きな伸縮量や直角方向の変位に対する高度の追従性が必要で、面間寸法の増加やコストアップの問題が生じている。
【0004】
【発明が解決しようとする課題】
一方、安価な伸縮管を用いながら、当該伸縮管の脱管や破損が生じても漏水が生じず通水機能が維持できる装置があれば、不慮の災害等が発生した場合の安全性が期待できるため、水管橋の低価格化や安全性向上に貢献できると考えられる。そこで本発明は、既設の水管橋や新設の水管橋において、災害発生時にも通水機能を維持できる安価な装置を提供することを課題としている。
【0005】
【課題を解決するための手段】
上記課題を解決するため、本発明は、次のような構成を採用した。すなわち、本発明にかかる漏水防止装置は、水管橋に設けられた伸縮管等の外周部を覆うように水道管に取り付けられ、当該伸縮管等の離脱破損による漏水を防止するための装置であって、伸縮性を有する柔軟な筒状の水密カバーで前記伸縮管等の設置部の外周部を覆うとともに、該水密カバーの両端部を、前記伸縮管等の設置部の両側で水密に水道管に固定したことを特徴としている。
【0006】
この漏水防止装置は、伸縮性、水密性を有する柔軟な筒状カバーの内側に伸縮管等が収納された状態となるように、水管橋の伸縮管等の設置部に被せて取り付けられる。この漏水防止装置を設けておくと、大地震等の外力により伸縮管等に脱管や破損が生じても、該伸縮管等の設置部が柔軟な水密カバーで覆われているため、漏水が防止され、通水機能が維持される。なお、上記柔軟な水密カバーを補強して落橋を防止するため、該水密カバーの外側に、強度の高い補強用の外側カバーを設け、脱管した水道管をこの外側カバーで保持する。
【0007】
【発明の実施の形態】
以下、本発明の実施形態について具体的に説明する。図1は本発明の漏水防止装置の1例を表すもので、この漏水防止装置1は、筒状の水密カバー2と、該水密カバー2の両端部を水道管に固定するための固定具3を備えている。水管橋における水道管P,Pの接合部には、伸縮管Sが設けられていて、所定の量だけ伸縮可能となっている。この漏水防止装置1は、上記水道管の接合部(伸縮管設置部)の伸縮管Sを覆うように取り付けられる。
【0008】
伸縮管Sとしては、従来種々のものが公知であるが、図示のものはその1例を表すもので、水道管Pの接合部の外周部に該水道管よりも若干大径の管体100を設け、シール材101をリング状の固定部材103で固定したものである(他の構造の伸縮管でもよい)。伸縮管Sは、常時は水道管P,P(伸縮シロtだけ離して突き合わされている)に固定された状態となっているが、温度変化に伴う管の伸縮時や震災等による大きな外力が作用した場合は、シール材101及び固定部材103と水道管Pの外周面との間にスリップが生じて、水道管が伸縮できるようになっている。
【0009】
水密カバー2は、伸縮性を有する柔軟な水密ゴムで作られており、両端部がリング状の固定具3で水道管に固定されている。固定具3は、水道管Pの外周部に固着される概略H型断面を有する固定リング5と、該固定リングの外側から該固定リングに締め付けられる締め付け具(図示例ではバンドであるが、リングでもよい)7とで構成される。固定リングは、図2に示すように、二つ割り構造のリングであり、半円形の部材5a,5aの端部にそれぞれ設けた固定板6,6をボルト8,…で締着固定することにより一体化されている。なお、締め付け具である止水バンド7は、樹脂を含浸させた高強度繊維等の帯体で作られており、水密カバー2の上から巻き付けて固定される。
【0010】
固定リング5の内周面には、凸条5c,5cが設けられていて、固定リング5と水道管Pとの間には接着剤12aが充填されている。また、この接着剤12aの充填層の両側はパテ状の接着剤12b,12bで押えられている。さらに、前記固定リング5の外側、すなわち伸縮管の設置部と反対側の位置には、当該固定リングに密着するように緩衝材であるゴムリング20が設けられている。緩衝用ゴムリング20は、固定リング5に貼り付けられるもので、外径が前記固定具3を構成する締め付けリング7の内径よりも小さく、厚みは、固定リング5と反対側の面が締め付けリング7の外側端面よりも外側にはみ出す大きさに形成されている。
【0011】
上記水密カバー2の外側には、外側カバー14が設けられている。外側カバー14の両端部は、ストップリング15で水道管Pの外周面に固定されている。図4は外側カバー14の展開図であり、この外側カバー14は、シート本体14aの前後両端部に端部シート14b,14bが貼着されており、該端部シートには複数の切り目14c,…が入れられている。また、端部シート14bの切り目14cによって分割された部分の先端部には、それぞれ筒状部14dが形成されている。この筒状部14dは、端部シートの先端部に二つ折したシートを縫着することにより形成されている。
【0012】
図4に示す例では、シート本体14aの側縁部にフック部材16と該フック部材が係合するリング部材17が複数組固着されている。このシート本体14aを筒状に巻き、上記フック部材16,…をそれぞれ対向するリング部材17,…に係合させることにより、外側カバー14が筒状に形成される。筒状に巻いたシート本体14aの側縁部同士を繋ぎ合わせて、しっかりと固定する方法としては、例えばファスナーを用いて結合する方法や、図5(a)に示すように、フック部材16を設けずリング部材17だけを両側に設けて、当該リング状部材の列に高強度の紐やロープを交互に通して縫い合わせるように締め付ける方法、図5(b)に示すように、シート本体14aの両側縁部に布等で作った環状体18,…を取り付けて、紐19で縫い合わせる方法等、他の適当な方法を採用することができる。さらに、筒状に形成された外側カバー14の前後両端部の端部シートを折り曲げ、その先端部に形成されている筒状部14d,…にストップリング15を挿通して固定することにより、外側カバー14が水道管Pの外周面上に固定される。なお、前記緩衝用ゴムリング20と外側カバー14の端部内面までの間には、間隔Dが設けられている。
【0013】
上記二重構造のカバーのうち、内側の水密カバー2は、すべての方向に伸縮性を有する柔軟なゴムシートで作られているが、外側カバー14は、伸縮管等の離脱時に水道管を保持して落橋を防止するものであるから、ある程度フレキシブルで、しかもかなりの強度を有するものである必要がある。このため、外側カバー14は、高強度繊維で製作するのが好ましく、材質の1例としては、高強度を有する芳香族ポリアラミド繊維(ケブラー等)を使用することが考えられる。
【0014】
この漏水防止装置1は、水管橋の水道管の接合部に設けられている伸縮管等の外側を覆うように取り付けられる。このような水管橋において、地震が発生した場合は、水道管の接合部に引き抜き力や押し込み力が作用する。この外力の大きさが一定の範囲内にあるときは、水道管と伸縮管とのスリップによって吸収されるが、強大な引き抜き力が作用した時は、伸縮管から水道管が脱管することになる。
【0015】
図11は、水管橋に本発明の漏水防止装置1を設置した状態を模式的に表し、図12は、地震等により脱管が生じた状態を表す。図12に示すように、地震等による大きな引き抜き力によって、水道管Pが伸縮管Sから離脱した場合でも、伸縮性を有する水密カバー2が伸長して、水道管の接合部を水密に保つので、漏水は防止される。また、図12では図示を省略しているが、上記実施形態の装置では、水密ゴムでできた水密カバー2の外側に、さらに高強度の外側カバー14が設けられており、水密カバーの固定具3に緩衝材(ゴムリング)20を介して係合するので、離脱した水道管がこの外側カバー14によって支持され、水密カバー2に無理な力が作用して破損するようなことが防止される。水道管が急激に離脱した場合でも、緩衝材(ゴムリング)20を介して固定具3に係合するので、衝撃が少なく、外側カバーに無理な力がかからない。
【0016】
つぎに、図9及び図10は上記と異なる実施形態を表すもので、この実施形態における漏水防止装置1’では、固定具3は、水道管Pの外周部に固着された断面角型の中空の固定リング55と、該固定リングの外側から該固定リングに締め付けられる締め付けリング(バンドでもよい)57とで構成される。図10は、締め付けリング57の構造を表すもので、二つの円弧状の部材57a,57aをボルト58,58で締め付ける二つ割り(三つ割り以上でもよい)構造となっている。この締め付けリング57は、内側に突出する凸条59,59と、内向フランジ60とを備え、固定リング55との間に水密カバー2の端部を挟圧して固定されるが、このとき、締め付けリング57の凸条59,59により柔軟な水密カバー2が複雑に屈曲させられるため、当該固定部における漏水が防止される。なお、固定リング55は、シール材62,62を挟んで水道管に固定されるが、この固定方法としては、溶接、接着剤による固着等、公知の適当な固着手段を採用することができる。
【0017】
上記水密カバー2の外側にさらに外側カバー64が設けられている。この外側カバー64は、前記水密カバー2よりも内径が大きく、長さも長く形成されている。外側カバー64の両端部には、内向フランジ64a,64aがそれぞれ一体に形成されている。この内向フランジ64aは、補強用の内側リング66と外側リング67によって挟圧されている。
【0018】
内側リング66と外側リング67は、ともに水道管Pよりも大きな口径を有する金属製リングで、外側リング67は平板状であるが、内側リング66は、外側カバー64の内面が密着する筒状部66aが一体に設けられている。これら内側リング66と外側リング67は、ボルトやリベット等の固着手段によって外側カバー64に固着される。
【0019】
この漏水防止装置1’も前記実施形態における漏水防止装置1と同様に、伸縮管Sを覆うように取り付けて使用される。その作用、効果も上記実施形態の場合とほぼ同じである。なお、以上の説明では、漏水を防止する水密カバー2のほかに高強度の外側カバー12,14を設けた実施形態について説明したが、水密カバー2の強度が大きい場合は、外側カバー12,14を省略することも可能である。また、水密カバー2の両端部は、固定手段として図示例のような固定具を用いる代わりに、金属ベルト等で水道管に締め付けて固定するなど、他の適当な固定方法を採用することができる。
【0020】
【発明の効果】
以上に説明したように、本発明にかかる漏水防止装置は、簡単な構造ながら、新設、既設のいずれの水管橋にも設置することが可能であり、これを設置する場合は、伸縮管自体は温度伸縮と頻度の高い小規模地震の変位量に対応できるものであればよいので、伸縮管として安価な構造のものを使用することができる。このため、下部工も小さくてすみ、工事費も低減できる。また、水密カバーが柔軟な材料で作られているため、あらゆる方向の変位に対応することができる。既設の水管橋に対しても、溶接等の大掛かりな施工を必要とせず設置できるので、中小規模の水管橋に対しても、より耐震性を向上させることが可能となる。
【図面の簡単な説明】
【図1】本発明の漏水防止装置の一例を表す縦断面図である。
【図2】固定リングの平面図(a)及び正面図(b)である。
【図3】漏水防止装置の要部の拡大断面図である。
【図4】外側カバーの展開図である。
【図5】上記と異なる外側カバーの展開図(a)、及び紐等で縫い合わせて固定する方法の説明図(b)である。
【図6】図4のX−X矢視図(a)及びY部拡大図(b)である。
【図7】図4のZ−Z矢視図である。
【図8】そのM部拡大図(a)及びN部拡大図(b)である。
【図9】上記と異なる実施形態を表す断面図である。
【図10】その締め付けリングの外観図である。
【図11】漏水防止装置を設置した水管橋の説明図である。
【図12】地震等による脱管が生じた場合の説明図である。
【符号の説明】
1 漏水防止装置
2 水密カバー
3 固定具
5 固定リング
7 締め付けバンド
14 外側カバー
14a シート状カバー本体
20 緩衝材
55 固定リング
57 締め付けリング
64 外側カバー
P 水道管
S 伸縮管
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an apparatus for preventing leakage of water due to breakage of an expansion tube or the like due to an earthquake or the like, which is attached to the outer peripheral portion of an expansion tube or an expansion joint provided at an end of a water pipe bridge, an extension tube or the like. is there.
[0002]
[Prior art]
Water pipe bridges and supporting pipes are supported by bridging the water pipes on both sides of the river like road bridges, and the tensile and pushing forces associated with the expansion and contraction of pipes due to temperature changes and substructure displacement due to earthquakes, etc. In order to absorb bending and bending, an expansion tube and an expansion tube joint are often provided so that the structure can expand and contract. In recent years, we have experienced disasters due to the Great Hanshin Earthquake, etc., so the design standards for water pipe bridges have also been reviewed, and design standards have been adopted that can prevent lifeline disconnection due to falling bridges or leaks even if a major earthquake occurs. It became so.
[0003]
According to the above new design standards, a drop prevention device that takes into account the displacement of the upper and lower works of the water pipe bridge is installed, and an expansion pipe or expansion pipe joint ("expansion pipe etc.") that can follow the displacement allowed by the fall bridge prevention device However, a large degree of expansion and contraction and a high degree of followability to a displacement in a right angle direction are necessary, resulting in problems such as an increase in inter-surface dimensions and an increase in cost.
[0004]
[Problems to be solved by the invention]
On the other hand, if there is a device that can maintain the water flow function without leakage even if the expansion tube is removed or damaged while using an inexpensive expansion tube, safety is expected in the event of an unexpected disaster. Therefore, it is thought that it can contribute to lowering the price and improving safety of the water bridge. Then, this invention makes it a subject to provide the cheap apparatus which can maintain a water flow function at the time of disaster occurrence in the existing water pipe bridge and a new water pipe bridge.
[0005]
[Means for Solving the Problems]
In order to solve the above problems, the present invention employs the following configuration. That is, the water leakage prevention device according to the present invention is a device that is attached to a water pipe so as to cover an outer peripheral portion of an expansion tube or the like provided in a water pipe bridge, and prevents water leakage due to detachment damage of the expansion tube or the like. And covering the outer peripheral portion of the installation portion such as the expansion tube with a flexible cylindrical watertight cover having elasticity, and water pipes on both sides of the installation portion such as the expansion tube. It is characterized by being fixed to.
[0006]
This water leakage prevention device is attached so as to cover an installation portion such as an expansion tube of a water pipe bridge so that the expansion tube or the like is accommodated inside a flexible cylindrical cover having elasticity and water tightness. If this leakage prevention device is provided, even if the expansion tube or the like is removed or damaged due to an external force such as a large earthquake, the installation portion of the expansion tube or the like is covered with a flexible watertight cover. It is prevented and the water flow function is maintained. In addition, in order to reinforce the flexible watertight cover and prevent the falling bridge, a strong outer cover for reinforcement is provided outside the watertight cover, and the drained water pipe is held by the outer cover.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be specifically described. FIG. 1 shows an example of a water leakage prevention device of the present invention. This water leakage prevention device 1 includes a cylindrical watertight cover 2 and a fixture 3 for fixing both ends of the watertight cover 2 to a water pipe. It has. An expansion tube S is provided at the junction of the water pipes P, P in the water tube bridge, and can be expanded and contracted by a predetermined amount. The water leakage prevention device 1 is attached so as to cover the expansion tube S of the joint portion (extraction tube installation portion) of the water pipe.
[0008]
As the expansion tube S, various types have been conventionally known, but the one shown in the drawing represents one example, and a tubular body 100 having a slightly larger diameter than the water pipe is provided on the outer peripheral portion of the joint portion of the water pipe P. And the sealing material 101 is fixed by a ring-shaped fixing member 103 (an expansion tube having another structure may be used). The expansion tube S is normally fixed to the water pipes P and P (abutted apart by the expansion and contraction t), but a large external force is caused by expansion and contraction of the tube due to temperature changes, earthquakes, etc. When this occurs, slip occurs between the sealing material 101 and the fixing member 103 and the outer peripheral surface of the water pipe P, so that the water pipe can be expanded and contracted.
[0009]
The watertight cover 2 is made of a flexible watertight rubber having elasticity, and both ends are fixed to the water pipe by ring-shaped fixtures 3. The fixing tool 3 includes a fixing ring 5 having a substantially H-shaped cross section that is fixed to the outer peripheral portion of the water pipe P, and a fastening tool (a band in the illustrated example, which is fastened to the fixing ring from the outside of the fixing ring. (It may be) 7. As shown in FIG. 2, the fixing ring is a ring having a split structure. The fixing plates 6 and 6 provided at the ends of the semicircular members 5a and 5a are fastened and fixed by bolts 8 and so on. It has become. In addition, the water stop band 7 which is a fastening tool is made of a band such as high strength fiber impregnated with resin, and is wound around the watertight cover 2 and fixed.
[0010]
Protrusions 5c, 5c are provided on the inner peripheral surface of the fixing ring 5, and an adhesive 12a is filled between the fixing ring 5 and the water pipe P. Further, both sides of the filling layer of the adhesive 12a are pressed by putty-like adhesives 12b and 12b. Further, a rubber ring 20 as a buffer material is provided on the outside of the fixing ring 5, that is, at a position opposite to the installation portion of the telescopic tube so as to be in close contact with the fixing ring. The buffer rubber ring 20 is affixed to the fixing ring 5, and has an outer diameter smaller than the inner diameter of the fastening ring 7 constituting the fixture 3, and a thickness opposite to the fixing ring 5 is the fastening ring 5. 7 is formed so as to protrude outward from the outer end face of 7.
[0011]
An outer cover 14 is provided outside the watertight cover 2. Both end portions of the outer cover 14 are fixed to the outer peripheral surface of the water pipe P by stop rings 15. FIG. 4 is a development view of the outer cover 14. The outer cover 14 has end sheets 14b and 14b attached to both front and rear ends of the sheet body 14a, and the end sheet has a plurality of cuts 14c, ... is included. Moreover, the cylindrical part 14d is each formed in the front-end | tip part of the part divided | segmented by the cut 14c of the edge part sheet | seat 14b. The cylindrical portion 14d is formed by sewing a folded sheet at the tip of the end sheet.
[0012]
In the example shown in FIG. 4, a plurality of sets of hook members 16 and ring members 17 engaged with the hook members are fixed to the side edge of the sheet main body 14a. The outer cover 14 is formed into a cylindrical shape by winding the sheet body 14a into a cylindrical shape and engaging the hook members 16,. As a method of connecting and firmly fixing the side edges of the sheet body 14a wound in a cylindrical shape, for example, a method using a fastener or a hook member 16 as shown in FIG. A method in which only the ring members 17 are provided on both sides without being provided and tightened so that high-strength strings and ropes are alternately passed through the rows of the ring-shaped members, and as shown in FIG. Other suitable methods such as a method of attaching annular bodies 18 made of cloth or the like to both side edges and sewing them with a string 19 can be adopted. Further, the end sheet at both front and rear ends of the outer cover 14 formed in a cylindrical shape is bent, and the stop ring 15 is inserted into and fixed to the cylindrical portions 14d formed at the front end portion thereof, thereby The cover 14 is fixed on the outer peripheral surface of the water pipe P. A space D is provided between the buffering rubber ring 20 and the inner surface of the end of the outer cover 14.
[0013]
Among the double-structured covers, the inner watertight cover 2 is made of a flexible rubber sheet having elasticity in all directions, but the outer cover 14 holds the water pipe when the expansion pipe or the like is detached. Therefore, it is necessary to be flexible to some extent and have a considerable strength. For this reason, it is preferable that the outer cover 14 is made of high-strength fibers. As an example of the material, it is conceivable to use aromatic polyaramid fibers (Kevlar or the like) having high strength.
[0014]
The water leakage prevention device 1 is attached so as to cover the outside of an expansion tube or the like provided at a joint portion of a water pipe of a water pipe bridge. In such a water pipe bridge, when an earthquake occurs, a pulling-out force or a pushing force acts on the joint portion of the water pipe. When the magnitude of this external force is within a certain range, it is absorbed by the slip between the water pipe and the expansion pipe, but when a strong pulling force is applied, the water pipe will be removed from the expansion pipe. Become.
[0015]
FIG. 11 schematically shows a state in which the water leakage prevention device 1 of the present invention is installed on a water pipe bridge, and FIG. 12 shows a state in which pipe removal has occurred due to an earthquake or the like. As shown in FIG. 12, even when the water pipe P is detached from the expansion / contraction pipe S due to a large pulling force due to an earthquake or the like, the stretchable watertight cover 2 extends to keep the joint of the water pipe watertight. Water leakage is prevented. Although not shown in FIG. 12, in the apparatus of the above-described embodiment, an outer cover 14 having a higher strength is provided outside the watertight cover 2 made of watertight rubber. 3 is engaged with the buffer material (rubber ring) 20, so that the detached water pipe is supported by the outer cover 14 and is prevented from being damaged by an excessive force acting on the watertight cover 2. . Even when the water pipe suddenly detaches, it engages with the fixture 3 via the cushioning material (rubber ring) 20, so that there is little impact and no excessive force is applied to the outer cover.
[0016]
Next, FIG. 9 and FIG. 10 show an embodiment different from the above, and in the water leakage preventing apparatus 1 ′ in this embodiment, the fixture 3 is a hollow, square-shaped section fixed to the outer periphery of the water pipe P. The fixing ring 55 and a tightening ring (which may be a band) 57 that is fastened to the fixing ring from the outside of the fixing ring. FIG. 10 shows the structure of the tightening ring 57, which has a two-part structure (or three or more parts) in which two arcuate members 57a and 57a are fastened with bolts 58 and 58. FIG. The tightening ring 57 includes projecting ridges 59, 59 projecting inward and an inward flange 60, and is fixed by sandwiching the end of the watertight cover 2 between the fixing ring 55. At this time, the tightening ring 57 is tightened. Since the flexible watertight cover 2 is bent in a complicated manner by the ridges 59, 59 of the ring 57, water leakage at the fixing portion is prevented. The fixing ring 55 is fixed to the water pipe with the sealing materials 62, 62 interposed therebetween. As this fixing method, known appropriate fixing means such as welding and fixing by an adhesive can be employed.
[0017]
An outer cover 64 is further provided outside the watertight cover 2. The outer cover 64 has a larger inner diameter and a longer length than the watertight cover 2. Inward flanges 64 a and 64 a are integrally formed at both ends of the outer cover 64. The inward flange 64 a is sandwiched between the reinforcing inner ring 66 and outer ring 67.
[0018]
The inner ring 66 and the outer ring 67 are both metal rings having a diameter larger than that of the water pipe P, and the outer ring 67 has a flat plate shape, but the inner ring 66 is a cylindrical portion to which the inner surface of the outer cover 64 is in close contact. 66a is provided integrally. The inner ring 66 and the outer ring 67 are fixed to the outer cover 64 by fixing means such as bolts and rivets.
[0019]
This water leakage prevention device 1 ′ is also used by being attached so as to cover the telescopic tube S, similarly to the water leakage prevention device 1 in the embodiment. The actions and effects are almost the same as in the above embodiment. In the above description, the embodiment in which the high-strength outer covers 12 and 14 are provided in addition to the water-tight cover 2 for preventing water leakage has been described. However, when the strength of the water-tight cover 2 is high, the outer covers 12 and 14 are provided. Can be omitted. Further, the both ends of the watertight cover 2 may employ other suitable fixing methods such as fastening by fastening to a water pipe with a metal belt or the like instead of using a fixing tool as shown in the drawing as a fixing means. .
[0020]
【The invention's effect】
As described above, the water leakage prevention device according to the present invention can be installed on either a newly installed or existing water pipe bridge with a simple structure. Anything can be used as long as it can cope with temperature expansion and contraction and frequent displacement of small-scale earthquakes. Therefore, an expansion tube having an inexpensive structure can be used. For this reason, the substructure is small and the construction cost can be reduced. Further, since the watertight cover is made of a flexible material, it can cope with displacement in any direction. Since it can be installed on existing water pipe bridges without requiring large-scale construction such as welding, it is possible to further improve the earthquake resistance even for small and medium-sized water pipe bridges.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view showing an example of a water leakage prevention device of the present invention.
FIG. 2 is a plan view (a) and a front view (b) of a fixing ring.
FIG. 3 is an enlarged cross-sectional view of a main part of the water leakage preventing device.
FIG. 4 is a development view of the outer cover.
FIG. 5 is a development view (a) of an outer cover different from the above, and an explanatory view (b) of a method of sewing and fixing with a string or the like.
6 is an XX arrow view (a) and an enlarged view of a Y portion in FIG. 4 (b).
7 is a view taken along the line ZZ in FIG. 4;
FIG. 8 is an enlarged view (a) of the M part and an enlarged view (b) of the N part.
FIG. 9 is a cross-sectional view showing an embodiment different from the above.
FIG. 10 is an external view of the tightening ring.
FIG. 11 is an explanatory diagram of a water pipe bridge provided with a water leakage prevention device.
FIG. 12 is an explanatory diagram in the case where a pipe removal due to an earthquake or the like occurs.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Water leakage prevention apparatus 2 Watertight cover 3 Fixing tool 5 Fixing ring 7 Fastening band 14 Outer cover 14a Sheet-like cover main body 20 Buffer material 55 Fixing ring 57 Fastening ring 64 Outer cover P Water pipe S Telescopic pipe

Claims (4)

水管橋又は添架管に設けられた伸縮管(S)又は伸縮継手の外周部を覆うように水道管(P)に取り付けられ、前記伸縮管(S)又は伸縮継手の離脱破損による漏水を防止するための装置であって、伸縮性を有する柔軟な筒状の水密カバー(2)で前記伸縮管(S)又は伸縮継手の設置部の外周部を空隙を隔てて覆うとともに、前記水密カバー(2)の両端部を、前記伸縮管(S)又は伸縮継手の設置部の管軸方向両側でそれぞれその水道管(P)の外周面に突出して設けた固定リング(5)を介して前記水道管(P)の外周面との間の水密を維持した状態でその水道管(P)に固定し、前記水密カバー(2)は、前記伸縮管(S)又は伸縮継手に脱管や破損が生じた際に前記伸縮管(S)又は伸縮継手の設置部の管軸方向両側で前記水道管(P)の外周面との間の水密を維持しながら伸長することによって、前記水密カバー(2)内の前記空隙から前記水密カバー(2)外への漏水を防止することで前記水道管(P)の通水機能を維持する機能を有することを特徴とする伸縮管用漏水防止装置。Water pipe bridge or expansion pipe provided attached pipe (S) or water pipes so as to cover the outer peripheral portion of the expansion joints attached to the (P), to prevent water leakage caused by the expansion pipe (S) or expansion joint leaving damage apparatus for, covers at a gap the outer peripheral portion of the installation section of the telescopic tube (S) or expansion joint and flexible tubular watertight cover having a stretchable (2), the watertight cover (2 ) On both sides of the expansion pipe (S) or on the pipe axis direction of the installation part of the expansion joint through the fixing ring (5) provided on the outer peripheral surface of the water pipe (P). (P) is fixed to the water pipe (P) while maintaining water tightness with the outer peripheral surface, and the water tight cover (2) causes the pipe or breakage of the expansion pipe (S) or expansion joint. The water pipe on both sides in the pipe axial direction of the installation part of the expansion pipe (S) or expansion joint By extending while maintaining the watertight between the outer peripheral surface of the P), wherein a water pipe by preventing water leakage from the gap in the watertight cover (2) to said watertight covering (2) outside (P ), Which has a function of maintaining the water passage function. 水管橋又は添架管に設けられた伸縮管(S)又は伸縮継手の外周部を覆うように水道管(P)に取り付けられ、前記伸縮管(S)又は伸縮継手の離脱破損による漏水を防止するための装置であって、伸縮性を有する柔軟な筒状の水密カバー(2)で前記伸縮管(S)又は伸縮継手の設置部の外周部を空隙を隔てて覆うとともに、前記水密カバー(2)の両端部を、前記伸縮管(S)又は伸縮継手の設置部の管軸方向両側でそれぞれ前記水道管(P)の外周面との間の水密を維持した状態でその水道管(P)に固定し、前記水密カバー(2)は、前記伸縮管(S)又は伸縮継手に脱管や破損が生じた際に前記伸縮管(S)又は伸縮継手の設置部の管軸方向両側で前記水道管(P)の外周面との間の水密を維持しながら伸長することによって、前記水密カバー(2)内の前記空隙から前記水密カバー(2)外への漏水を防止することで前記水道管(P)の通水機能を維持する機能を有し、
前記水道管(P)に固定された前記水密カバー(2)の外側に、軸方向及び周方向の変形に対する抵抗力の高い高強度の外側カバー(14)を前記水密カバー(2)との間に空隙を隔てて設け、前記外側カバー(14)は、前記伸縮管(S)又は伸縮継手の脱管時に前記水密カバー(2)が伸長した際に、前記伸縮管(S)又は伸縮継手の設置部の管軸方向両側でそれぞれ水道管を保持して落橋を防止する機能を有することを特徴とす伸縮管用漏水防止装置。
Water pipe bridge or expansion pipe provided attached pipe (S) or water pipes so as to cover the outer peripheral portion of the expansion joints attached to the (P), to prevent water leakage caused by the expansion pipe (S) or expansion joint leaving damage apparatus for, covers at a gap the outer peripheral portion of the installation section of the telescopic tube (S) or expansion joint and flexible tubular watertight cover having a stretchable (2), the watertight cover (2 ) Of the water pipe (P) in a state where the water tightness between the outer pipe and the outer peripheral surface of the water pipe (P) is maintained at both ends of the expansion pipe (S) or the pipe joint axial direction of the installation portion of the expansion joint. The watertight cover (2) is formed on both sides of the expansion tube (S) or the expansion joint in the tube axis direction when the expansion tube (S) or the expansion joint is removed or damaged. by extending while maintaining the watertight between the outer peripheral surface of the water pipe (P), before It has a function of maintaining the water passing function of the water pipe (P) by preventing water leakage from the gap in the watertight cover (2) to said watertight covering (2) outside
On the outside of the watertight cover (2) fixed to the water pipe (P) , a high-strength outer cover (14) having a high resistance to deformation in the axial direction and circumferential direction is provided between the watertight cover (2). The outer cover (14) is provided on the expansion tube (S) or the expansion joint when the watertight cover (2) is extended when the expansion tube (S) or the expansion joint is removed. expansion pipe for water leakage prevention device you characterized in that respectively a tube axial direction on both sides of the installation unit has a function of preventing the girder to hold the water pipe.
前記外側カバー(14)が芳香族ポリアラミド繊維を補強繊維とする高強度繊維で形成されている請求項2に記載の伸縮管用漏水防止装置。  The leak prevention device for an expansion / contraction tube according to claim 2, wherein the outer cover (14) is formed of high-strength fibers using aromatic polyaramid fibers as reinforcing fibers. 前記外側カバー(14)の内側に設けられた柔軟な前記水密カバー(2)の両端固定部の伸縮管(S)又は伸縮継手と反対側の位置に、前記水密カバー(2)の伸長時に前記外側カバー(14)の内側端部に当接する緩衝材(20)を設けた請求項2乃至3のいずれかに記載の伸縮管用漏水防止装置。The expansion pipe (S) or expansion joint on the opposite side positions of both the fixing portion of the flexible water sealing cover provided inside the outer cover (14) (2), wherein upon expansion of the watertight cover (2) The water leakage prevention device for an expansion / contraction tube according to any one of claims 2 to 3, further comprising a cushioning material (20) that abuts against an inner end of the outer cover (14).
JP2001285120A 2001-09-19 2001-09-19 Water leakage prevention device for telescopic tube Expired - Fee Related JP4625211B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001285120A JP4625211B2 (en) 2001-09-19 2001-09-19 Water leakage prevention device for telescopic tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001285120A JP4625211B2 (en) 2001-09-19 2001-09-19 Water leakage prevention device for telescopic tube

Publications (2)

Publication Number Publication Date
JP2003096833A JP2003096833A (en) 2003-04-03
JP4625211B2 true JP4625211B2 (en) 2011-02-02

Family

ID=19108327

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001285120A Expired - Fee Related JP4625211B2 (en) 2001-09-19 2001-09-19 Water leakage prevention device for telescopic tube

Country Status (1)

Country Link
JP (1) JP4625211B2 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4871112B2 (en) * 2006-12-13 2012-02-08 株式会社栗本鐵工所 Telescopic tube water leakage prevention device
JP4871151B2 (en) * 2007-01-19 2012-02-08 株式会社栗本鐵工所 Water stop band for fastening all around
KR100847459B1 (en) 2007-02-08 2008-07-21 조인트유창써멀시스템 주식회사 Expansion/contraction joint apparatus for insulated double pipe landfill type
KR100816715B1 (en) 2007-02-09 2008-03-27 유창밸브 주식회사 Expansion/contraction joint apparatus for insulated double pipe landfill type
KR100816716B1 (en) 2007-02-09 2008-03-27 유창밸브 주식회사 Expansion/contraction joint apparatus for insulated double pipe landfill type
KR100816717B1 (en) 2007-02-09 2008-03-27 유창밸브 주식회사 Expansion/contraction joint apparatus for insulated double pipe landfill type
KR100888388B1 (en) * 2007-02-09 2009-03-24 조인트유창써멀시스템 주식회사 Expansion/contraction joint apparatus for insulated double pipe landfill type
JP6207234B2 (en) * 2013-05-23 2017-10-04 西武ポリマ化成株式会社 External surface reinforcement structure of existing flexible pipe

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4873437U (en) * 1971-12-13 1973-09-13
JPS53123519U (en) * 1977-03-08 1978-10-02
JPS56155189U (en) * 1980-04-21 1981-11-19
JPS6084412A (en) * 1983-10-14 1985-05-13 鹿島建設株式会社 Expansion joint structure of pipe body
JPS62183189U (en) * 1986-05-14 1987-11-20
JPH0343516Y2 (en) * 1985-10-14 1991-09-11
JPH03223596A (en) * 1990-01-30 1991-10-02 Kyokuto Rubber Kk Leakage preventive device for tube
JPH0643479U (en) * 1992-11-13 1994-06-10 千代田工業株式会社 Bellows expansion joint
JPH08145259A (en) * 1994-11-25 1996-06-07 Nichirin:Kk Damping tube for transporting refrigerant and connecting method therefor
JPH0914569A (en) * 1995-06-27 1997-01-17 Tokyo Gas Co Ltd Earthquake resistant reinforcing device for life line pipe conduit
JPH0914570A (en) * 1995-06-27 1997-01-17 Tokyo Gas Co Ltd Earthquake resistance reinforcing device for life line pipe conduit
JPH09178043A (en) * 1995-12-27 1997-07-11 Kanto Chutetsu Kk Pipe line expansion/contraction structure and expansion/ contraction flexible structure
JPH1130376A (en) * 1997-07-08 1999-02-02 Suiken Technol:Kk Expansion piping facility and its construction method
JPH1193116A (en) * 1997-09-24 1999-04-06 Kowa Industry Co Ltd Water pipe bridge
JPH11304049A (en) * 1998-04-14 1999-11-05 Tokyo Gas Co Ltd Safety device of valve and its manufacture

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62183190U (en) * 1986-05-14 1987-11-20

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4873437U (en) * 1971-12-13 1973-09-13
JPS53123519U (en) * 1977-03-08 1978-10-02
JPS56155189U (en) * 1980-04-21 1981-11-19
JPS6084412A (en) * 1983-10-14 1985-05-13 鹿島建設株式会社 Expansion joint structure of pipe body
JPH0343516Y2 (en) * 1985-10-14 1991-09-11
JPS62183189U (en) * 1986-05-14 1987-11-20
JPH03223596A (en) * 1990-01-30 1991-10-02 Kyokuto Rubber Kk Leakage preventive device for tube
JPH0643479U (en) * 1992-11-13 1994-06-10 千代田工業株式会社 Bellows expansion joint
JPH08145259A (en) * 1994-11-25 1996-06-07 Nichirin:Kk Damping tube for transporting refrigerant and connecting method therefor
JPH0914569A (en) * 1995-06-27 1997-01-17 Tokyo Gas Co Ltd Earthquake resistant reinforcing device for life line pipe conduit
JPH0914570A (en) * 1995-06-27 1997-01-17 Tokyo Gas Co Ltd Earthquake resistance reinforcing device for life line pipe conduit
JPH09178043A (en) * 1995-12-27 1997-07-11 Kanto Chutetsu Kk Pipe line expansion/contraction structure and expansion/ contraction flexible structure
JPH1130376A (en) * 1997-07-08 1999-02-02 Suiken Technol:Kk Expansion piping facility and its construction method
JPH1193116A (en) * 1997-09-24 1999-04-06 Kowa Industry Co Ltd Water pipe bridge
JPH11304049A (en) * 1998-04-14 1999-11-05 Tokyo Gas Co Ltd Safety device of valve and its manufacture

Also Published As

Publication number Publication date
JP2003096833A (en) 2003-04-03

Similar Documents

Publication Publication Date Title
JP5238950B2 (en) Stiffening structure of steel brace and its construction method
JP4625211B2 (en) Water leakage prevention device for telescopic tube
JP6557514B2 (en) Seismic retrofitting method and water-stopping structure of connecting part of existing pipe and manhole side wall
JP4871112B2 (en) Telescopic tube water leakage prevention device
JP6750823B1 (en) Water stop method along the crack
JP4727611B2 (en) Water leakage prevention device for telescopic tube
JPH022032B2 (en)
JP5728403B2 (en) Earthquake response manhole protection method
JP6557529B2 (en) Seismic structure at the connection between manhole side wall and pipe
JP6207234B2 (en) External surface reinforcement structure of existing flexible pipe
JP4152475B2 (en) Valve safety device and manufacturing method thereof
JP2013079543A (en) Cutoff rubber
JP3185858B2 (en) Captive fittings
JP4338870B2 (en) Flexible structure by PSC method
JP3537369B2 (en) Culvert fittings
JP5842224B2 (en) External surface reinforcing structure of existing flexible tube and its external surface reinforcing method
JPH0158797B2 (en)
JP3711414B1 (en) Flexible tube
JPS6128154Y2 (en)
JP3716289B2 (en) Comb-type joint for flexible tube, fume tube connection structure using the same, and construction method thereof
JPH08277967A (en) Supporting/joint structure for soft pipe and supporting/ connecting method
JP4249101B2 (en) Flexible segment
JP2722325B2 (en) Sediment intrusion prevention structure at joints of underground structures
JP2001099382A (en) Safety device for valve
JP2005090673A (en) Construction of irregular shape tube

Legal Events

Date Code Title Description
A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20011225

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20060808

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20080311

RD03 Notification of appointment of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7423

Effective date: 20080311

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20081023

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20081028

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20081225

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090623

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090819

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100720

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100915

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20101019

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20101105

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131112

Year of fee payment: 3

LAPS Cancellation because of no payment of annual fees