JPH0914569A - Earthquake resistant reinforcing device for life line pipe conduit - Google Patents

Earthquake resistant reinforcing device for life line pipe conduit

Info

Publication number
JPH0914569A
JPH0914569A JP7161081A JP16108195A JPH0914569A JP H0914569 A JPH0914569 A JP H0914569A JP 7161081 A JP7161081 A JP 7161081A JP 16108195 A JP16108195 A JP 16108195A JP H0914569 A JPH0914569 A JP H0914569A
Authority
JP
Japan
Prior art keywords
pipe
cover
lifeline
pipe joint
pipeline
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.)
Pending
Application number
JP7161081A
Other languages
Japanese (ja)
Inventor
Takanori Ito
高則 伊藤
Motoyuki Koga
基之 古賀
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.)
Tokyo Gas Co Ltd
Hakko Co Ltd
Original Assignee
Tokyo Gas Co Ltd
Hakko Co 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 Tokyo Gas Co Ltd, Hakko Co Ltd filed Critical Tokyo Gas Co Ltd
Priority to JP7161081A priority Critical patent/JPH0914569A/en
Publication of JPH0914569A publication Critical patent/JPH0914569A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L57/00Protection of pipes or objects of similar shape against external or internal damage or wear
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L27/00Adjustable joints, Joints allowing movement
    • F16L27/12Adjustable joints, Joints allowing movement allowing substantial longitudinal adjustment or movement
    • F16L27/127Adjustable joints, Joints allowing movement allowing substantial longitudinal adjustment or movement with means for locking the longitudinal adjustment or movement in the final mounted position
    • F16L27/1275Adjustable joints, Joints allowing movement allowing substantial longitudinal adjustment or movement with means for locking the longitudinal adjustment or movement in the final mounted position by means of at least an external threaded bolt
    • F16L27/12751Adjustable joints, Joints allowing movement allowing substantial longitudinal adjustment or movement with means for locking the longitudinal adjustment or movement in the final mounted position by means of at least an external threaded bolt the threaded bolt extending longitudinally

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
  • Joints Allowing Movement (AREA)

Abstract

PURPOSE: To provide an earthquake resistance reinforcing device whereby a pipe joint part particularly provided in an existing life line pipe conduit can be changed into a structure excellent in earthquake resistance. CONSTITUTION: A pipe joint part of a life line pipe conduit, connected by inserting a spigot 21 formed in an end of a pipe 2 into a socket 11 formed in an end of a pipe 1, has a split type earthquake resistant reinforcing cover 8 surrounding the periphery total unit of the pipe joint astride mutually between the socket 11 and the spigot 21 fitted to each other, and this cover 8 is formed by air-tightly and fixedly connecting one end side in a pipe axial direction to a peripheral surface of the socket also by air-tightly and slidably fitting the other end side relating to a peripheral surface of the spigot.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、ガス管,水道管等のラ
イフライン管路の耐震強化装置に関し、更に詳しくは管
継手を介して接続された既設のライフライン管路の継手
部が、地震を受けた際に抜け出して管路が破壊を受けな
いように対策されたライフライン管路の耐震強化装置に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic strengthening device for lifeline pipelines such as gas pipes and water pipes. More specifically, the joint portion of an existing lifeline pipeline connected through a pipe joint is The present invention relates to a seismic strengthening device for a lifeline pipeline, which is designed so as not to break out and be damaged during an earthquake.

【0002】[0002]

【従来の技術】ガス,水道等のライフライン管路は、一
般的に、供給源施設に通じる導管路が道路下に布設さ
れ、この導管路末端の低圧本管から多数の供給管が分岐
されて各地区の需要先にガス,水道等を供給する配管系
となっている。
2. Description of the Related Art Lifeline pipelines for gas, water, etc. are generally constructed by laying a conduit line leading to a supply source facility under the road and branching off a large number of supply pipes from a low-pressure main pipe at the end of the conduit line. It is a piping system that supplies gas, water, etc. to customers in each district.

【0003】上述の導管路(低圧本管)は、通常,所要
長さの鋳鉄管を管継手により接続した構成となってお
り、その管継手としては一般的に図1に示す差込式の管
継手が広く用いられている。
The above-mentioned conduit (low-pressure main pipe) usually has a structure in which cast iron pipes of a required length are connected by a pipe joint, and the pipe joint is generally of the insertion type shown in FIG. Pipe fittings are widely used.

【0004】この種の管継手は、図1に示すようにライ
フライン管路を構成する一方の配管1の管端に受口11
を有し、これに対向する他方側の配管2の管端はストレ
―トの挿口21となっていて、挿口21を受口11に差
し込み、両者の接続嵌合部に麻肌3,鉛4,ゴム輪5等
を嵌め込んでシ―ル性を確保する構成となっている。図
示の例では、受口11の端部にフランジ11aを備え、
これに対向して配置された押輪6を、ボルト7により受
口11のフランジ11aに締め付けて上述のシ―ル部材
(麻肌3,鉛4,ゴム輪5)の抜止めを図っている。な
お図1に示す管継手は、差込式の従来例の1例であっ
て、他に押輪6を備えていない水道型継手あるいは印ろ
う型継手と称される管継手も一般的に広く知られてい
る。
This type of pipe joint has a receiving port 11 at the pipe end of one of the pipes 1 forming a lifeline pipe, as shown in FIG.
And the pipe end of the other side of the pipe 2 on the other side is an insertion port 21 for the straight, and the insertion port 21 is inserted into the receiving port 11 to connect the mating parts of the two to the hemp skin 3. The lead 4 and the rubber ring 5 are fitted to secure the sealing property. In the illustrated example, a flange 11a is provided at the end of the socket 11,
The push wheel 6 arranged so as to oppose to this is fastened to the flange 11a of the receiving port 11 with the bolt 7 to prevent the seal member (the hemp skin 3, the lead 4, the rubber wheel 5) from coming off. It should be noted that the pipe joint shown in FIG. 1 is an example of a plug-in type conventional example, and a pipe joint called a water supply type joint or a seal wax type joint which is not provided with a push ring 6 is also widely known. Has been.

【0005】[0005]

【発明が解決しようとする課題】ところで上述の管継手
により接続されたライフライン管路は、大きな地震を受
けた際、配管1,2に加わる不規則な地震動により受口
11と挿口21の相互間が可動し、例えば阪神大震災の
ように地震動が大きい場合、可動量が図1に示す最大伸
び量xを越えて管継手部の接続が抜け出し、管路が破壊
を受けるという問題点がある。
By the way, the lifeline pipelines connected by the above-mentioned pipe joints are subjected to irregular seismic motions applied to the pipes 1 and 2 when a large earthquake is received. When the two are movable and the earthquake motion is large such as the Great Hanshin Earthquake, the movable amount exceeds the maximum elongation x shown in Fig. 1 and the connection of the pipe joint part comes out, and the pipe line is damaged. .

【0006】上述の問題点に対し、従来、受口11と挿
口21の相互間における嵌合寸法を大きくして最大伸び
量xを増大すると共に、挿口21の抜止め構造を付加し
て耐震機能を高めた耐震型の管継手が、例えば特公昭5
8−25194号公報,特公昭62−4592号公報等
によって提案されている。しかし、このような耐震型の
管継手は、管路を新設する場合には適用が可能であって
も、既設の管路に適用する場合には管継手全体を取替え
交換しなければならないので、その交換工事に多大の経
費を要し、またその工事に際しては管路の使用を止めて
作業しなければならないことより需要先に多大の迷惑を
かけるという問題点もある。
In order to solve the above-mentioned problems, conventionally, the fitting dimension between the receiving port 11 and the insertion port 21 is increased to increase the maximum extension amount x, and a retaining structure for the insertion port 21 is added. Seismic resistant pipe joints with enhanced seismic function are available, for example
No. 8-25194, Japanese Patent Publication No. 62-4592, and the like. However, even if such a seismic resistant pipe joint can be applied when newly installing a pipeline, if it is applied to an existing pipeline, the entire pipe joint must be replaced and replaced. There is also a problem in that the replacement work requires a great deal of expense, and that the use of the pipeline must be stopped during the work, resulting in great inconvenience to the customer.

【0007】本発明は、上述の問題点に鑑み、特に既設
のライフライン管路に備えている管継手部を耐震性に優
れた構造に変換できる耐震強化装置を提供することを目
的とする。
In view of the above problems, it is an object of the present invention to provide a seismic strengthening device which can convert a pipe joint portion provided in an existing lifeline pipeline into a structure having excellent seismic resistance.

【0008】[0008]

【課題を解決するための手段】この目的を達成するた
め、本発明による請求項1の発明は、一方の管の管端に
形成した受口に、他方の管の管端挿口を差し込んで気密
に接続するライフライン管路の管継手部において、互い
に嵌合される受口と挿口の相互間に跨って管継手部の外
周全体を包囲する割り型の耐震補強カバーを有し、該カ
バ―は、管軸方向における一端側を上記受口の外周面に
気密に接合固定すると共に、他端側は上記挿口の外周面
に対し摺動可能に気密嵌合してなることを特徴とする。
In order to achieve this object, the invention of claim 1 according to the present invention is such that a pipe end insertion port of another pipe is inserted into a receiving port formed in the pipe end of one pipe. In a pipe joint portion of a lifeline pipeline that is airtightly connected, a split-type seismic reinforcement cover that surrounds the entire outer periphery of the pipe joint portion across the receiving and insertion ports that are fitted to each other, The cover is characterized in that one end side in the pipe axis direction is airtightly joined and fixed to the outer peripheral surface of the receiving opening, and the other end side is slidably fitted to the outer peripheral surface of the insertion opening. And

【0009】また、本発明による請求項2の発明は、一
方の管の管端に形成した受口に、他方の管の管端挿口を
差し込んで気密に接続するライフライン管路の管継手部
において、互いに嵌合される受口と挿口の相互間に跨っ
て管継手部の外周全体を包囲する割り型の耐震補強カバ
ーを有し、該カバーは、管軸方向における一端側を上記
挿口側の外周面に気密に接合固定すると共に、他端側は
上記受口側の外周面に対し摺動可能に気密嵌合してなる
ことを特徴とする。
According to a second aspect of the present invention, a pipe joint of a lifeline pipe line in which a pipe end insertion port of the other pipe is inserted into a receiving port formed at the pipe end of the one pipe to make an airtight connection. In the section, there is provided a split-type seismic reinforcement cover that surrounds the entire outer periphery of the pipe joint portion across the receiving port and the insertion port that are fitted to each other, and the cover has one end side in the pipe axis direction described above. It is characterized in that it is airtightly joined and fixed to the outer peripheral surface on the insertion opening side, and the other end side is airtightly fitted slidably on the outer peripheral surface on the receiving opening side.

【0010】さらに上記割り型の耐震補強カバーは、可
撓性を有する材質で形成されていることを特徴とする。
Further, the split type seismic reinforcement cover is formed of a flexible material.

【0011】[0011]

【作用】上記の構成の耐震強化装置によると、耐震補強
カバーはこれが割り型であって既存の管継手部の外周を
包囲するように装着する構成であるので、接続状態の既
設のライフライン管路に対しても簡易に適用できる。
According to the seismic strengthening device having the above structure, since the seismic strengthening cover is a split type and is installed so as to surround the outer circumference of the existing pipe joint, the existing lifeline pipe in the connected state is connected. It can be easily applied to roads.

【0012】また耐震補強カバーを装着した状態では、
互いに嵌合される受口と挿口の一方側が、他方側に対し
て摺動可能なことから、管軸方向におけるカバーの長さ
を所要に選定することで、受口と挿口の相互間における
最大伸び量を所望に設定できて、管継手部の抜け出しを
確実に防止できる。すなわち、大きな地震等で管軸方向
に力が加わり、管端の受口と挿口の差し込みが外れた場
合でも、耐震補強カバーで気密を保持することができ、
管路の耐震性を大きく強化できる。
With the seismic reinforcement cover attached,
Since one side of the receiving port and the insertion port that are fitted together is slidable with respect to the other side, it is possible to select the length of the cover in the pipe axis direction as necessary to ensure that It is possible to set the maximum amount of expansion in the desired value, and it is possible to reliably prevent the pipe joint portion from slipping out. That is, even if a force is applied in the axial direction of the pipe due to a large earthquake, and the receiving end and the insertion end of the pipe end are removed, the airtightness can be maintained with the seismic reinforcement cover.
The seismic resistance of the pipeline can be greatly enhanced.

【0013】さらに耐震補強カバーを可撓性を有する材
質、例えばプラスチックまたは樹脂、硬質ゴム等で形成
することにより、大きな地震等で管継手部に曲げ応力が
加わり管端の受口と挿口の差し込みが外れた場合でも、
耐震補強カバーが該曲げ応力にある程度追従して変形す
ることができるため、気密を保持することができ、管路
の耐震性を大きく強化できる。
Further, since the seismic reinforcement cover is made of a flexible material such as plastic, resin, hard rubber or the like, bending stress is applied to the pipe joint portion due to a large earthquake or the like, and the pipe end receiving end and the insertion end are inserted. Even if the plug comes off
Since the seismic resistant cover can be deformed by following the bending stress to some extent, airtightness can be maintained and the seismic resistance of the pipeline can be greatly enhanced.

【0014】[0014]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。図1は既設管路の差込式の管継手部の説明図で、
図に示すように、ライフライン管路を構成する配管1の
継手は、管端に受口11を有し、これに対向する他方側
の配管2の管端はストレ―トの挿口21となっていて、
挿口21を受口11に差し込み、両者の接続嵌合部に麻
肌3,鉛4,ゴム輪5等を嵌め込んでシ―ル性を確保す
る構成となっている。図1の例では、受口11の端部に
フランジ11aを備え、これに対向して配置された押輪
6を、ボルト7により受口11のフランジ11aに締め
付けて上述のシ―ル部材(麻肌3,鉛4,ゴム輪5)の
抜止めを図っている。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an explanatory view of a plug-in type pipe joint portion of an existing pipeline,
As shown in the figure, the joint of the pipe 1 constituting the lifeline pipe has a receiving port 11 at the pipe end, and the pipe end of the other side pipe 2 facing the receiving port 11 is connected to the straight insertion port 21. Has become
The insertion port 21 is inserted into the receiving port 11, and the hemp skin 3, the lead 4, the rubber ring 5 and the like are fitted into the connection fitting portions of the both to secure the sealing property. In the example of FIG. 1, a flange 11a is provided at the end of the receiving port 11, and the push ring 6 arranged so as to face the flange 11a is fastened to the flange 11a of the receiving port 11 with a bolt 7 so that the above-mentioned seal member (linen) is pressed. We are trying to prevent the skin 3, lead 4, and rubber ring 5) from coming off.

【0015】図2は耐震補強カバー8の部品説明図で、
耐震補強カバー8は、図に示すように径方向に2つ割り
される半円形の2つの半体81,82、ゴム材等で形成
されたパッキン83、ボルトとナットの締結具84を備
える。半体81及び半体82は、プラスチックまたは樹
脂,硬質ゴム等の可撓性を有する材料で形成され、配管
1の受口11の外形と同一に形成される段部81a,8
2a、継手の周囲を覆うように形成される筒部81b,
82b、及び配管2の外形と略同一に形成される筒部8
1c,82cからなり、また、筒部81c,82cの内
側にはゴム材等のシール材85が円周に沿って配設され
ている。これら半体81,82同志の接合により、既設
配管に対し外付けで被着することが可能になっている。
FIG. 2 is an explanatory view of parts of the seismic reinforcement cover 8,
As shown in the figure, the earthquake-proof reinforcement cover 8 includes two semicircular halves 81 and 82 that are divided into two in the radial direction, a packing 83 formed of a rubber material or the like, and a bolt and nut fastener 84. The half body 81 and the half body 82 are formed of a flexible material such as plastic, resin, or hard rubber, and have the same stepped portions 81a, 8 as the outer shape of the receptacle 11 of the pipe 1.
2a, a tubular portion 81b formed to cover the periphery of the joint,
82b and a tubular portion 8 formed to have substantially the same outer shape as the pipe 2.
1 c, 82 c, and a seal material 85 such as a rubber material is arranged along the circumference inside the cylindrical portions 81 c, 82 c. By joining the halves 81 and 82 together, it is possible to attach the halves 81 to the existing pipe externally.

【0016】図3は耐震補強カバー8を既設配管に取り
付けた状態を示す側面図で、図4はその正面図である。
耐震補強カバー8取付け時には、土砂を掘って既設配管
の各接続部(管継手部)を一旦露出する。そして継手部
とその両側の配管1,2に沿って2つの半体81,82
を上下に対向して被せる。このとき半体81と82との
間にはシール効果を有するパッキン83を挟んで接合す
る。また、段部81a,82aを受口11とその配管1
に接着樹脂等の接着剤により固着する。そして半体81
と82とのフランジ部の複数箇所を締結具84により締
結することで、2つの半体81,82が一体結合され
る。
FIG. 3 is a side view showing a state in which the seismic reinforcement cover 8 is attached to an existing pipe, and FIG. 4 is a front view thereof.
When the seismic reinforcement cover 8 is attached, the earth and sand are dug to temporarily expose each connection portion (pipe joint portion) of the existing pipe. Then, the two halves 81, 82 are arranged along the joint and the pipes 1 and 2 on both sides thereof.
Cover upside down. At this time, a packing 83 having a sealing effect is sandwiched and joined between the halves 81 and 82. Further, the stepped portions 81a and 82a are connected to the receiving port 11 and the pipe 1 thereof.
It is fixed by an adhesive such as an adhesive resin. And half 81
The two halves 81, 82 are integrally joined by fastening the flange portions of the and 82 at a plurality of locations with the fastener 84.

【0017】上述のようにして耐震補強カバー8が装着
された管継手部では、該耐震補強カバー8の段部81
a,82aが受口11とその配管1の円周方向全域に接
着剤により固着され、また筒部81c,82cの内側に
はシール材85が配設されて該シール材85が配管2の
外周に摺動可能に密着していることから、カバー8内は
気密性が保持された状態になる。
In the pipe joint portion to which the seismic reinforcement cover 8 is attached as described above, the step 81 of the seismic reinforcement cover 8 is used.
a and 82a are fixed to the receiving port 11 and the entire pipe 1 in the circumferential direction with an adhesive, and a sealing material 85 is arranged inside the cylindrical portions 81c and 82c so that the sealing material 85 is the outer periphery of the piping 2. Since it is slidably adhered to the inside of the cover 8, the inside of the cover 8 is kept airtight.

【0018】次に本発明の作用を図5を用いて説明す
る。地震等が発生して地下が大きく変動した場合、例え
ば管軸方向に強い力が付加され、配管1と配管とが互い
に引っ張られると、図に示すように、ボルト7が折れた
り,受口から抜出る等して、受口11と挿口21との差
し込みが外れて、ガスが漏洩してしまうことがある。こ
の時耐震補強カバー8は、受口11側に固着されて挿口
21側に摺動可能にして継手部を覆うようにして装着さ
れていることから、前記負荷に対して挿口21側の配管
2は軸方向(図中左方向)にスライドする。そして、該
耐震補強カバー8の挿口21側の内側には、配管2の外
周に沿ってゴム材等のシール材85が配設されているこ
とから、カバー8内は気密性が保たれている。その結
果、管端の受口11と挿口21の差し込みが外れた場合
でも、耐震補強カバー8で気密を保持することができ、
管路の耐震性を大きく強化できる。
Next, the operation of the present invention will be described with reference to FIG. When a large amount of underground changes due to an earthquake or the like, for example, when a strong force is applied in the pipe axis direction and the pipe 1 and the pipe are pulled together, as shown in the figure, the bolt 7 is broken or In some cases, the gas may leak due to the removal of the gas from the receiving opening 11 and the insertion opening 21. At this time, the seismic reinforcement cover 8 is fixed to the receiving port 11 side and slidably attached to the inserting port 21 side so as to cover the joint portion. The pipe 2 slides in the axial direction (leftward in the figure). Since a seal material 85 such as a rubber material is arranged along the outer periphery of the pipe 2 inside the seismic reinforcement cover 8 on the insertion port 21 side, the inside of the cover 8 is kept airtight. There is. As a result, even if the receiving end 11 and the insertion port 21 at the pipe end are disengaged, the airtightness can be maintained by the seismic reinforcement cover 8,
The seismic resistance of the pipeline can be greatly enhanced.

【0019】また、耐震補強カバー8は可撓性を有する
材質、例えばプラスチックまたは樹脂、硬質ゴム等で形
成されていることから、管軸方向以外の曲げ応力が付加
されて、配管1と配管2とが折れるような状態になった
場合でも、耐震補強カバー8ま該曲げ応力にある程度追
従して変形することができるため、気密を保持すること
ができ、管路の耐震性を大きく強化できる。
Further, since the seismic reinforcement cover 8 is made of a flexible material such as plastic or resin, hard rubber, etc., bending stress other than the pipe axis direction is applied to the pipe 1 and the pipe 2. Even when the torches break, the seismic reinforcing cover 8 can be deformed by following the bending stress to some extent, so that airtightness can be maintained and the seismic resistance of the pipeline can be greatly enhanced.

【0020】次に図6において、本発明の他の実施例に
ついて説明する。耐震補強カバー9は、前記実施例と同
様に、径方向に2つ割りされる半円形の2つの半体9
1,92、ゴム材等で形成されたパッキン93、ボルト
とナットの締結具94を備える。前記半体91,92
は、中央付近に管継手部を覆うように断面形状こま型の
大径筒部91a,92aと、配管1の外形と略同一に形
成される筒部91b,92bと、配管2の外形と略同一
に形成される筒部91c,92cとからなり、また、筒
部91b,92bの内側にはゴム材等のシール材95が
円周に沿って配設されている。そして該半体91,半体
92をパッキン93を挟んで締結具94で締結し、筒部
91c,92cを配管2に接着樹脂等の接着材で固着す
ることにより、耐震補強カバー9は管継手部に気密を保
持して装着されている。
Next, another embodiment of the present invention will be described with reference to FIG. The seismic reinforcement cover 9 has two semi-circular halves 9 which are divided into two in the radial direction, as in the above-mentioned embodiment.
1, 92, a packing 93 formed of a rubber material or the like, and a bolt and nut fastener 94. The halves 91, 92
Is a large-diameter tubular portion 91a, 92a having a cross-sectional shape in the vicinity of the center so as to cover the pipe joint portion, tubular portions 91b, 92b formed substantially the same as the outer shape of the pipe 1, and the outer shape of the pipe 2. It is composed of the same cylindrical portions 91c and 92c, and a sealing material 95 such as a rubber material is arranged along the circumference inside the cylindrical portions 91b and 92b. Then, the halves 91 and 92 are fastened with fasteners 94 with the packing 93 sandwiched therebetween, and the tubular portions 91c and 92c are fixed to the pipe 2 with an adhesive material such as an adhesive resin, whereby the seismic reinforcement cover 9 is a pipe joint. It is attached while keeping airtightness in the part.

【0021】次に地震等が発生して地下が大きく変動し
た際、この実施例の場合、耐震補強カバー9は、挿口2
1側に固着されて受口11側に摺動可能にして継手部を
覆うようにして装着されていることから、地震の変動に
対して受口11側の配管1は軸方向(図中右方向)にス
ライドする。そして、該耐震補強カバー9の受口11側
の内側には、配管1の外周に沿ってゴム材等のシール材
95が配設されていることから、カバー9内は気密性が
保たれている。その結果、管端の受口11と挿口21の
差し込みが外れた場合でも、耐震補強カバー9で気密を
保持することができ、管路の耐震性を大きく強化でき
る。
Next, when an earthquake or the like causes a large change in the underground, in the case of this embodiment, the seismic reinforcement cover 9 is inserted into the insertion opening 2
Since it is attached to the No. 1 side and slidably fitted to the No. 11 side so as to cover the joint part, the pipe 1 on the No. 11 side is axially (right in the figure) against earthquake fluctuations. Slide). Since the sealing material 95 such as a rubber material is arranged along the outer periphery of the pipe 1 inside the seismic reinforcement cover 9 on the side of the receiving port 11, the inside of the cover 9 is kept airtight. There is. As a result, even when the receiving end 11 and the insertion port 21 at the pipe end are unplugged, the airtightness can be maintained by the seismic resistant cover 9, and the seismic resistance of the pipeline can be greatly enhanced.

【0022】以上、本発明の実施例では、耐震補強カバ
ー8,9は、ガスのライフライン既設管路の差込式の管
継手部に適応できるようにして説明したが、水道等の他
のライフライン管路の差込式の管継手部に適応できるこ
とは勿論である。また、カバーの形状は実施例に限定さ
れない。
As described above, in the embodiment of the present invention, the seismic reinforcement covers 8 and 9 are explained so as to be adaptable to the plug-in type pipe joint part of the existing pipeline of the gas life line, but other types of water supply etc. Of course, it can be applied to a plug-in type pipe joint portion of a lifeline pipe line. Further, the shape of the cover is not limited to the embodiment.

【0023】[0023]

【発明の効果】以上に説明したように、本発明のライフ
ライン管路の耐震強化装置では、耐震補強カバーはこれ
が割り型であるため、特に地震で被害の多い管継手部に
対し、接続状態の既設のライフライン管路に対して簡易
に装着することができ、しかも確実に漏洩を防止できる
ことから、迅速かつ安価にライフラインの耐震強化を実
現することができる。
As described above, in the seismic strengthening device for a lifeline pipeline according to the present invention, since the seismic strengthening cover is a split type, it is particularly connected to a pipe joint portion which is often damaged by an earthquake. Since it can be easily attached to the existing lifeline pipeline and the leakage can be surely prevented, the earthquake resistance of the lifeline can be quickly and inexpensively realized.

【0024】また耐震補強カバーを装着することによ
り、雨水等による腐食から管継手部を保護することがで
き、管継手の耐久性を向上することができるようにな
る。
Further, by mounting the seismic reinforcement cover, the pipe joint portion can be protected from corrosion due to rainwater and the like, and the durability of the pipe joint can be improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】差込式の管継手を示す側面図である。FIG. 1 is a side view showing a plug-in type pipe joint.

【図2】耐震補強カバーの部品説明図である。FIG. 2 is an explanatory view of parts of the seismic reinforcement cover.

【図3】耐震補強カバーの装着状態を示す側面図であ
る。
FIG. 3 is a side view showing a mounted state of the seismic reinforcement cover.

【図4】耐震補強カバーの装着状態を示す正面図であ
る。
FIG. 4 is a front view showing a mounted state of the seismic reinforcement cover.

【図5】作用を示す説明図である。FIG. 5 is an explanatory diagram showing an operation.

【図6】他の実施例を示す説明図である。FIG. 6 is an explanatory diagram showing another embodiment.

【符号の説明】[Explanation of symbols]

1 配管 11 受口 2 配管 21 挿口 3 麻肌 4 鉛 5 ゴム輪 6 押輪 7 ボルト 8 耐震補強カバー 81 半体 82 半体 83 パッキン 84 締結具 85 シール材 9 耐震補強カバー 91 半体 92 半体 93 パッキン 94 締結具 95 シール材 1 Piping 11 Receptacle 2 Piping 21 Insertion 3 Hemp skin 4 Lead 5 Rubber ring 6 Push ring 7 Bolt 8 Seismic reinforcement cover 81 Half body 82 Half 83 Packing 84 Fastener 85 Seal material 9 Seismic reinforcement cover 91 Half body 92 Half body 93 packing 94 fastener 95 sealing material

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 一方の管の管端に形成した受口に、他方
の管の管端挿口を差し込んで気密に接続するライフライ
ン管路の管継手部において、 互いに嵌合される受口と挿口の相互間に跨って管継手部
の外周全体を包囲する割り型の耐震補強カバーを有し、 該カバーは、管軸方向における一端側を上記受口の外周
面に気密に接合固定すると共に、他端側は上記挿口の外
周面に対し摺動可能に気密嵌合してなることを特徴とす
るライフライン管路の耐震強化装置。
Claims: 1. Receptacles to be fitted to each other in a pipe joint portion of a lifeline pipeline in which a pipe end insertion opening of another pipe is inserted into a reception opening formed in a pipe end of one pipe and airtightly connected. Has a split-type seismic reinforcement cover that surrounds the entire outer periphery of the pipe joint portion between the insertion port and the insertion port, and one end side in the pipe axis direction of the cover is airtightly bonded and fixed to the outer peripheral surface of the receiving port. At the same time, the other end side is airtightly fitted so as to be slidable on the outer peripheral surface of the insertion opening, and is a seismic strengthening device for a lifeline pipeline.
【請求項2】 一方の管の管端に形成した受口に、他方
の管の管端挿口を差し込んで気密に接続するライフライ
ン管路の管継手部において、 互いに嵌合される受口と挿口の相互間に跨って管継手部
の外周全体を包囲する割り型の耐震補強カバーを有し、 該カバーは、管軸方向における一端側を上記挿口側の外
周面に気密に接合固定すると共に、他端側は上記受口側
の外周面に対し摺動可能に気密嵌合してなることを特徴
とするライフライン管路の耐震強化装置。
2. Receptacles that are fitted to each other in a pipe joint portion of a lifeline pipeline in which a pipe end insertion opening of the other pipe is inserted into a reception opening formed in the pipe end of one pipe to hermetically connect Has a split-type seismic reinforcement cover that surrounds the entire outer periphery of the pipe joint portion across the space between the insertion port and the insertion port, and the cover is hermetically joined to the outer peripheral surface on the insertion port side at one end side in the pipe axis direction. A seismic strengthening device for a lifeline pipeline, which is fixed and has the other end slidably and airtightly fitted to the outer peripheral surface on the receiving side.
【請求項3】 上記割り型の耐震補強カバーは、可撓性
を有する材質で形成されていることを特徴とする請求項
1または2記載のライフライン管路の耐震強化装置。
3. The seismic strengthening device for a lifeline pipeline according to claim 1, wherein the split-type seismic strengthening cover is made of a flexible material.
JP7161081A 1995-06-27 1995-06-27 Earthquake resistant reinforcing device for life line pipe conduit Pending JPH0914569A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7161081A JPH0914569A (en) 1995-06-27 1995-06-27 Earthquake resistant reinforcing device for life line pipe conduit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7161081A JPH0914569A (en) 1995-06-27 1995-06-27 Earthquake resistant reinforcing device for life line pipe conduit

Publications (1)

Publication Number Publication Date
JPH0914569A true JPH0914569A (en) 1997-01-17

Family

ID=15728268

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7161081A Pending JPH0914569A (en) 1995-06-27 1995-06-27 Earthquake resistant reinforcing device for life line pipe conduit

Country Status (1)

Country Link
JP (1) JPH0914569A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003096833A (en) * 2001-09-19 2003-04-03 Kurimoto Ltd Leakage prevention device for expansion pipe
JP2016138637A (en) * 2015-01-29 2016-08-04 コスモ工機株式会社 Pipe fitting structure
JP2019157890A (en) * 2018-03-07 2019-09-19 株式会社水道技術開発機構 Withdrawal prevention structure of pipe connection part
JP2022091914A (en) * 2017-12-19 2022-06-21 株式会社水道技術開発機構 Desorption prevention structure of pipe connection part
US20220205568A1 (en) * 2019-06-20 2022-06-30 Waterworks Technology Development Organization Co., Ltd. Disengagement Prevention Structure for Pipe Connecting Portion

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003096833A (en) * 2001-09-19 2003-04-03 Kurimoto Ltd Leakage prevention device for expansion pipe
JP4625211B2 (en) * 2001-09-19 2011-02-02 株式会社栗本鐵工所 Water leakage prevention device for telescopic tube
JP2016138637A (en) * 2015-01-29 2016-08-04 コスモ工機株式会社 Pipe fitting structure
JP2022091914A (en) * 2017-12-19 2022-06-21 株式会社水道技術開発機構 Desorption prevention structure of pipe connection part
JP2019157890A (en) * 2018-03-07 2019-09-19 株式会社水道技術開発機構 Withdrawal prevention structure of pipe connection part
US20220205568A1 (en) * 2019-06-20 2022-06-30 Waterworks Technology Development Organization Co., Ltd. Disengagement Prevention Structure for Pipe Connecting Portion

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