JPH1163328A - Earthquake resistant detachment preventing collar - Google Patents

Earthquake resistant detachment preventing collar

Info

Publication number
JPH1163328A
JPH1163328A JP22413497A JP22413497A JPH1163328A JP H1163328 A JPH1163328 A JP H1163328A JP 22413497 A JP22413497 A JP 22413497A JP 22413497 A JP22413497 A JP 22413497A JP H1163328 A JPH1163328 A JP H1163328A
Authority
JP
Japan
Prior art keywords
pipe
claw
detachment preventing
ring
outer periphery
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
JP22413497A
Other languages
Japanese (ja)
Inventor
Toshio Toshima
敏雄 戸島
Hiroyasu Ohama
博保 大濱
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP22413497A priority Critical patent/JPH1163328A/en
Publication of JPH1163328A publication Critical patent/JPH1163328A/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
    • F16L21/00Joints with sleeve or socket
    • F16L21/08Joints with sleeve or socket with additional locking means
    • 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
    • F16L21/00Joints with sleeve or socket
    • F16L21/02Joints with sleeve or socket with elastic sealing rings between pipe and sleeve or between pipe and socket, e.g. with rolling or other prefabricated profiled rings
    • F16L21/04Joints with sleeve or socket with elastic sealing rings between pipe and sleeve or between pipe and socket, e.g. with rolling or other prefabricated profiled rings in which sealing rings are compressed by axially-movable members

Abstract

PROBLEM TO BE SOLVED: To provide a collar usable at a part requiring integration against water pressure and expandable for large force caused by an earthquake acts. SOLUTION: An earthquake resistant detachment preventing collar has a detachment preventing claw 19 arranged in a pressure ring 12 for compressing sealing material 15 between a socket 3 and spigots 4, 5, a push bolt 22 screwed into the pressure ring 12 so as to press the detachment preventing claw 19 to the outer peripheries of the spigots 4, 5, and a lock ring 9 arranged at the inner periphery of the socket 3 in a position spaced onto the opening end side from a protruding parts 24 formed at the outer periphery of the spigots 4, 5, so as to be engaged with the protruding parts 24. The detachment preventing claw 19 is pressed to the outer periphery of the spigot by the push bolt so as to withstand slip-out force caused by water pressure in a pipe. The lock ring 9 prevents detachment of a joint being engaged with the protruding part 24 of the spigot when the joint is extended due to the generation of slip-out force exceeding the detachment preventing force of the detachment preventing claw 19 at the time of occurrence of an earthquake.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は管路に使用される耐
震型離脱防止継ぎ輪に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anti-separation type connecting ring used in a pipeline.

【0002】[0002]

【従来の技術】管路において、水圧による不平均力が働
く曲管部などの異形管部では、この不平均力によって管
が動くことがないように、コンクリート防護を施工する
ことが行われている。また、大がかりな施工作業が必要
となるコンクリート防護をなくす目的で、異形管部に離
脱防止型の管継手を利用することも行われている。この
異形管部における離脱防止管継手としては伸縮や屈曲を
行わないものを使用し、それにより管路を一体化してそ
の動きを阻止することが必要である。
2. Description of the Related Art Concrete pipes are provided with concrete protection so as to prevent the pipe from moving due to the non-average force in a deformed pipe section such as a curved pipe section where an average force due to water pressure acts. I have. In addition, in order to eliminate concrete protection that requires a large-scale construction work, a detachable pipe joint is used for a deformed pipe section. It is necessary to use a pipe joint which does not expand or contract as the detachment preventing pipe joint in the deformed pipe section, thereby integrating the pipe line and preventing its movement.

【0003】一方、管路を敷設する場合には、その管路
におけるいずれかの位置で一対の管端どうしを接合させ
る、いわゆる結び配管を行う必要がある。この結び配管
のためには、両端に受口の形成された管体により構成さ
れた継ぎ輪を利用し、一方の管端に外ばめした継ぎ輪を
他方の管端に向けて移動させて、この他方の管端にも外
ばめさせることで、両管端どうしが互いに接合されて結
び配管が行われる。この継ぎ輪は、両端の継手部におい
て伸縮および屈曲を許容したものが一般的である。
On the other hand, when laying a pipe, it is necessary to perform a so-called knotting pipe in which a pair of pipe ends are joined at any position in the pipe. For this knotting pipe, using a connecting ring constituted by a pipe body having receiving ports formed at both ends, a connecting ring fitted to one pipe end is moved toward the other pipe end. By fitting the other end of the tube to the outside, the ends of the two tubes are joined to each other to form a knotted pipe. In general, this connecting ring allows expansion and contraction and bending at joints at both ends.

【0004】[0004]

【発明が解決しようとする課題】埋設物が輻輳する都市
部などでは、施工の都合上、異形管部で結び配管が行わ
れる場合が多い。しかし、上述のように一般の継ぎ輪は
伸縮および屈曲するため、異形管部での結び配管のため
に使用することができない。
In an urban area where buried objects are congested, a knotted pipe is often formed at a deformed pipe for the convenience of construction. However, as described above, a general connecting ring expands and contracts and bends, so that it cannot be used for knotting piping in a deformed pipe portion.

【0005】また、輻輳した管路網においては至る所で
一体化がなされ、地震発生時に管路が地盤変位を吸収す
るための余裕代がなくなってきている。そこで、本発明
は、このような問題点を解決して、水圧に対する一体化
が必要な必要な部分で使用でき、しかも地震による大き
な力が作用したときには伸縮が可能な継ぎ輪を提供する
ことを目的とする。
[0005] Further, in a congested pipeline network, integration is made everywhere, and there is no room for the pipeline to absorb ground displacement when an earthquake occurs. In view of the above, the present invention has been made to solve the above problems and to provide a connecting ring which can be used in a necessary portion where integration with water pressure is necessary and which can expand and contract when a large force due to an earthquake acts. Aim.

【0006】[0006]

【課題を解決するための手段】この目的を達成するため
本発明は、管体の一端および他端にそれぞれ形成された
受口と、前記受口とこの受口に挿入される他の管の挿口
との間のシール材を圧縮させるための押輪と、この押輪
の内部に配置された離脱防止用爪と、前記押輪にねじ込
まれることで離脱防止用爪を挿口の外周に押圧させる押
しボルトと、前記受口に挿入されている挿口の外周に形
成された突部と掛かり合い可能なように、この突部から
受口の開口端側に距離をおいた位置の受口の内周に配置
されたロックリングとを有し、前記離脱防止用爪は、管
内の水圧による抜け出し力に耐えるように押しボルトに
よって挿口の外周に押圧されており、かつ前記ロックリ
ングは、地震発生時に離脱防止爪による離脱防止力を上
回る抜け出し力が発生して継手が伸びたときに挿口の突
部と掛かり合ってその離脱を防止可能とされているよう
にしたものである。
SUMMARY OF THE INVENTION To achieve this object, the present invention is directed to a socket formed at one end and the other end of a tube, and to the above-mentioned socket and another pipe inserted into the socket. A pressing ring for compressing the seal material between the insertion hole, a separation preventing claw disposed inside the pressing ring, and a push for pressing the separation preventing claw against the outer periphery of the insertion hole by being screwed into the pressing ring. The bolt and the projection formed on the outer periphery of the insertion port inserted into the reception port are engaged with the projection at the opening end side of the reception port at a distance from this projection to the inside of the reception port. A lock ring disposed around the circumference, wherein the detachment preventing claw is pressed against the outer periphery of the insertion hole by a push bolt so as to withstand a pull-out force due to water pressure in the pipe, and the lock ring is configured to prevent the occurrence of an earthquake. Sometimes the release force exceeds the release prevention force of the release prevention claw Is obtained as is possible to prevent the disengagement by each other it takes a projection of the spigot when the fitting is extended form.

【0007】したがって本発明の継ぎ輪は、離脱防止用
爪が管内の水圧による抜け出し力に耐えるように挿口の
外周に押圧されるため、異形管部との接合部などの、水
圧に対する一体化が必要な箇所で好適に使用される。ま
た地震発生時に離脱防止用爪による離脱防止力を上回る
大きな力が発生したときには、挿口の突部がロックリン
グに掛かり合うまでの範囲で継手が伸縮可能である。そ
して最終的にこれらロックリングと突部とが掛かり合う
ことで、所要の耐震性を得るための離脱防止性能が発揮
される。
[0007] Therefore, the connecting ring of the present invention is pressed against the outer periphery of the insertion port so that the separation preventing claw withstands the withdrawal force due to the water pressure in the pipe. Is suitably used where necessary. Further, when a large force exceeding the detachment preventing force generated by the detachment preventing claw is generated at the time of the earthquake, the joint can expand and contract within a range until the projection of the insertion hole engages with the lock ring. Finally, the engagement between the lock ring and the projecting portion exerts the detachment prevention performance for obtaining the required earthquake resistance.

【0008】[0008]

【発明の実施の形態】図1において、1は本発明にもと
づく継ぎ輪であり、鋳鉄製の管体2の両端にそれぞれ受
口3が形成された構成となっている。各受口3、3の内
部には、他の管の挿口4、5が挿入されている。これら
の挿口4、5は、異形管などの先端部に形成されてい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, reference numeral 1 denotes a connecting ring according to the present invention, which has a structure in which receiving ports 3 are formed at both ends of a pipe body 2 made of cast iron. Inserts 4 and 5 of other pipes are inserted into the respective receiving ports 3 and 3. These insertion openings 4 and 5 are formed at the tip of a deformed tube or the like.

【0009】各受口3の開口端の内周には、奥すぼまり
のテーパ状のシール材圧接面6が形成されている。また
各受口3の開口端の外周には、フランジ7が形成されて
いる。シール材圧接面6よりも奥側の受口3の内周には
環状突部8が形成されており、この環状突部8よりもさ
らに奥側の受口3の内周には、周方向に一つ割りの環状
のロックリング9を収容するためのロックリング収容溝
10が形成されている。ロックリング9の外周には、受
口3、3の内部に挿口4、5を挿入するときにこのロッ
クリング9を芯出し状態で保持するためのゴムリンク1
1が設けられている。
On the inner periphery of the opening end of each receiving port 3, a tapered sealing material pressure contact surface 6 which is tapered toward the back is formed. A flange 7 is formed on the outer periphery of the opening end of each receiving port 3. An annular projection 8 is formed on the inner periphery of the receiving port 3 on the back side of the sealing material pressure contact surface 6, and the inner periphery of the receiving port 3 on the back side of the annular projection 8 is provided in a circumferential direction. A lock ring accommodating groove 10 for accommodating a single annular lock ring 9 is formed in the groove. A rubber link 1 is provided on the outer periphery of the lock ring 9 for holding the lock ring 9 in a centered state when the insertion openings 4 and 5 are inserted into the receiving openings 3 and 3.
1 is provided.

【0010】受口3、3の外側における挿口4、5の外
周には、押輪12、12が外ばめされている。この押輪
12、12は、図2に示すように周方向に沿って複数が
配置された管軸方向のT頭ボルト13とナット14とに
よって受口3のフランジ7に締結されることで、受口3
の圧接面6と挿口4、5の外周面との間で環状のゴム製
のシール材15を圧縮し、それによって所要のシール機
能を発揮させることができるように構成されている。シ
ール材15と受口3の環状突部8との間には、圧縮を受
けるシール材15をバックアップするための周方向一つ
割りのバックアップリング16が介装されている。
Press rings 12, 12 are fitted on the outer periphery of the insertion ports 4, 5 outside the receiving ports 3, 3, respectively. As shown in FIG. 2, the press rings 12, 12 are fastened to the flange 7 of the receiving port 3 by a plurality of T-head bolts 13 and nuts 14 arranged in a pipe axis direction along the circumferential direction. Mouth 3
The annular rubber sealing member 15 is compressed between the press-contact surface 6 of FIG. 1 and the outer peripheral surfaces of the insertion openings 4 and 5 so that a required sealing function can be exhibited. Between the seal member 15 and the annular projection 8 of the receiving port 3, a backup ring 16 is provided in the circumferential direction for backing up the seal member 15 which is subjected to compression.

【0011】図1および図2に示すように、押輪12に
は周方向の複数の位置に周方向の溝部18が形成されて
おり、各溝部18には、この溝部18よりも周方向の寸
法が小さい離脱防止用爪19が収容されている。この離
脱防止用爪19は、その外側に管軸方向に平行な外面2
0を有するとともに、その内側に管周方向の爪部21を
有した構成とされている。押輪12には各溝部18に向
けてそれぞれ押しボルト22が貫通状態でねじ込まれて
おり、この押しボルト22の先端面が離脱防止用爪19
の外面20を押すことで、その爪部21を挿口4、5の
外周面に食い込むように押圧させることが可能である。
As shown in FIGS. 1 and 2, a plurality of circumferential grooves 18 are formed in the pressing wheel 12 at a plurality of positions in the circumferential direction. Each groove 18 has a circumferential dimension larger than the groove 18. Is accommodated therein. The separation preventing claw 19 has an outer surface 2 parallel to the tube axis direction on its outside.
0 and a claw portion 21 in the circumferential direction of the tube inside thereof. A push bolt 22 is screwed into the press wheel 12 toward each groove 18 in a penetrating state.
By pressing the outer surface 20, the claw portion 21 can be pressed so as to bite into the outer peripheral surfaces of the insertion openings 4, 5.

【0012】図2に示すように、押輪12は、周方向に
二つ割りに構成されている。25、25はその分割部
で、押輪12の構成部材どうしが重ね合わされたうえで
T頭ボルト13が通されるように構成されている。同図
(b)は同図(a)におけるB矢視図、同図(c)は同
図(a)におけるC矢視図である。
As shown in FIG. 2, the pressing wheel 12 is divided into two in the circumferential direction. Reference numerals 25, 25 denote divided portions, which are configured such that the T-head bolts 13 are passed through after the constituent members of the press wheel 12 are overlapped. FIG. 2B is a view as viewed in the direction of the arrow B in FIG. 2A, and FIG. 2C is a view as viewed in the direction of the arrow C in FIG.

【0013】挿口4、5の先端の外周には、それぞれ突
部24が形成されている。この突部24は、受口3と挿
口4、5とが互いに接合されたときに、ロックリング9
よりも受口3の奥側に距離をおいて位置されるように構
成されている。
A projection 24 is formed on the outer periphery of the distal end of each of the insertion openings 4 and 5. When the receptacle 3 and the insertion ports 4 and 5 are joined to each other, the projection 24
It is configured so as to be located at a distance behind the socket 3 with a distance.

【0014】このような構成の継ぎ輪1の受口3、3と
他の管の挿口4、5とを接合する際には、あらかじめ挿
口4、5の外周にシール材15とバックアップリング1
6とを外ばめしておく。また受口3のロックリング収容
溝10にはゴムリング11およびロックリング9を収容
しておく。そして、その状態で挿口4、5を受口3、3
の内部に挿入する。すると、挿口4、5の突部24は、
ゴムリング11によって心出し状態で保持されたロック
リング9を押し広げながら、このロックリング9の位置
を通過し、それよりも受口3の奥側に入り込む。
When the sockets 3 and 3 of the connecting ring 1 having such a configuration are joined to the insertion ports 4 and 5 of the other pipes, a sealing material 15 and a backup ring are provided on the outer circumference of the insertion ports 4 and 5 in advance. 1
6 and outside fit. The rubber ring 11 and the lock ring 9 are housed in the lock ring housing groove 10 of the socket 3. Then, in this state, the insertion ports 4, 5 are inserted into the reception ports 3, 3,
Insert inside. Then, the projections 24 of the insertion openings 4 and 5 are
While pushing open the lock ring 9 held in a centered state by the rubber ring 11, the lock ring 9 passes through the position of the lock ring 9, and enters the back side of the receiving port 3.

【0015】次に、溝部18に離脱防止用爪19を収容
した押輪12を挿口4、5にかぶせ、T頭ボルト13に
よって受口3のフランジ7に締結する。すると、この押
輪12によってシール材15が圧縮される。また押輪1
2に押しボルト22をねじ込むことで、各離脱防止用爪
19の爪部21を挿口4、5の外周面に食い込むように
押圧させる。
Next, the pressing wheel 12 accommodating the separation preventing claw 19 in the groove 18 is put over the insertion openings 4 and 5, and fastened to the flange 7 of the receiving opening 3 by the T-head bolt 13. Then, the sealing material 15 is compressed by the pressing wheel 12. Pressing wheel 1
By screwing a push bolt 22 into 2, the claw portions 21 of the respective separation preventing claws 19 are pressed so as to bite into the outer peripheral surfaces of the insertion openings 4 and 5.

【0016】こうすることで、離脱防止用爪19は、管
内の水圧による抜け出し力に耐えるように挿口4、5の
外周に押圧される。このため、異形管部との接合部など
の水圧に対する一体化が必要な箇所で、継ぎ輪1を好適
に使用することができる。
By doing so, the detachment preventing claws 19 are pressed against the outer circumferences of the insertion openings 4 and 5 so as to withstand the removal force due to the water pressure in the pipe. For this reason, the connecting ring 1 can be suitably used in a portion where integration with water pressure is required, such as a joint portion with the deformed pipe portion.

【0017】地震発生時に離脱防止用爪19による離脱
防止力を上回る大きな力が発生したときには、挿口4、
5の突部24がロックリング9に掛かり合うまでの範囲
で継手が伸びることができる。そして最終的にロックリ
ング9と突部24とが掛かり合うことで、所要の耐震性
を得るための離脱防止性能が発揮される。図3は、継手
に作用する抜け出し力と継手伸び量との関係を示すグラ
フである。
When a large force exceeding the detachment preventing force by the detachment preventing claws 19 is generated at the time of the earthquake, the insertion slot 4,
The joint can be extended in a range until the projection 24 of the fifth member engages with the lock ring 9. Finally, the lock ring 9 and the projection 24 are engaged with each other, so that separation prevention performance for obtaining required earthquake resistance is exhibited. FIG. 3 is a graph showing the relationship between the exit force acting on the joint and the amount of joint elongation.

【0018】したがって本発明によれば、継ぎ輪1を用
いて継手を一体化させた状態でのいわゆる結び配管が可
能となって、施工上の制約を大幅に解消することができ
る。しかも潜在的な伸縮機能を備えた状態で、受口3、
3と挿口4、5とを任意の位置で相互に固定することが
できる。
Therefore, according to the present invention, a so-called knotted pipe in a state where the joint is integrated by using the connecting ring 1 becomes possible, and the restriction on the construction can be largely eliminated. Moreover, with the potential expansion and contraction function, the socket 3,
3 and the insertion holes 4 and 5 can be fixed to each other at an arbitrary position.

【0019】また、上述のように輻輳した管路内では一
体化した部分が多くなり、地震時の地盤の変位を管路の
伸縮により吸収することができにくくなっているが、継
ぎ輪1を用いることによって、平常時は管路を一体化
し、かつ地震の発生時には伸縮部分を作り出すことがで
きるため、耐震管路網を構成することができる。
In the congested pipeline, as described above, there are many integrated parts, and it is difficult to absorb the displacement of the ground due to the earthquake due to the expansion and contraction of the pipeline. By using the pipes, the pipes can be integrated in a normal state, and a telescopic portion can be created in the event of an earthquake, so that a seismic pipe network can be configured.

【0020】上記のように離脱防止用爪19は周方向に
複数が設けられており、図2においては、図4に明確に
示すように周方向に4個の爪19が配置されたものが例
示されている。この爪19は、たとえば図5に示すよう
に比較的長く形成されたものが周方向に2個配置された
ものなどでもよく、このよううに周方向に複数配置され
ることで、挿口4、5の外面を均等に押さえ付けること
が可能となる。
As described above, a plurality of the claws 19 are provided in the circumferential direction, and in FIG. 2, four claws 19 are arranged in the circumferential direction as clearly shown in FIG. Is illustrated. The claw 19 may be, for example, one having a relatively long shape as shown in FIG. 5 and two arranged in the circumferential direction. 5 can be pressed evenly.

【0021】なお、上記においては離脱防止用爪19が
周方向の複数の位置に形成された溝部18にそれぞれ収
容されたものを例示したが、周方向に複数の離脱防止用
爪を、周方向に連続して形成された環状の溝に収容する
こともできる。その場合には、図4および図5において
仮想線で示すように、隣り合う離脱防止用爪19どうし
の間に、離脱防止用ゴム23を圧縮状態で介装すること
で、管接合時などにおいてこれら離脱防止用爪19どう
しを確実に溝内に保持することができる。
In the above description, the example in which the separation preventing claws 19 are accommodated in the grooves 18 formed at a plurality of positions in the circumferential direction, respectively, has been described. Can be accommodated in an annular groove formed continuously. In this case, as shown by phantom lines in FIGS. 4 and 5, the separation preventing rubber 23 is interposed between the adjacent separation preventing claws 19 in a compressed state, so as to be used at the time of pipe joining or the like. These detachment preventing claws 19 can be reliably held in the groove.

【0022】また離脱防止用爪19の断面形状は、その
強度や挿口4、5へのくい込みなどを考慮して適宜のも
のとすることができる。図6は爪19の断面形状の例を
示すが、(a)は図1に示したものとほぼ同様の形状を
呈して大きな爪部21を一つだけ有する。同図(b)は
矩形断面の爪19の両端に爪部21を有するものを例示
し、また同図(c)は矩形断面の爪19の一端に爪部2
1を有するものを例示する。
The cross-sectional shape of the detachment preventing claw 19 can be appropriately determined in consideration of its strength, penetration into the insertion openings 4 and 5, and the like. FIG. 6 shows an example of the cross-sectional shape of the nail 19. FIG. 6 (a) has almost the same shape as that shown in FIG. FIG. 2B illustrates a claw 19 having a rectangular cross section having claw portions 21 at both ends, and FIG.
1 is exemplified.

【0023】図7〜図9は、本発明の耐震型離脱防止継
ぎ輪を、一体化を行う範囲内における落とし込みによる
結び配管に使用する場合を例示する。すなわち、図7
(a)に示すように、すでに敷設された管路を構成する
一対の管27、28の端部どうしがが互いに距離をおい
て向かい合わされている場所で、これらの管27、28
の端部には挿口29が形成されているものとする。この
とき、まずそれぞれの挿口29、29に本発明の耐震型
離脱防止継ぎ輪1、1をかぶせたうえで、これらの管2
7、28どうしの間に、これらの管27、28どうしの
間隔に対応した長さに切管されるなどにより両端に挿口
30が形成された新管31を落とし込む。次に、図7
(b)に示すように、継ぎ輪1、1を管軸方向にずらせ
て、それぞれの一端部を新管31の挿口30、30にか
ぶせる。最後に、押輪12やシール材15などのセット
を行う。こうすることで、一体化を行う範囲内における
落とし込みによる結び配管に使用することができる。
FIGS. 7 to 9 exemplify a case where the seismic-resistant type separation-preventing connecting ring of the present invention is used as a drop-in connection pipe within a range where integration is performed. That is, FIG.
As shown in (a), in a place where the ends of a pair of pipes 27, 28 constituting a pipe already laid face each other at a distance from each other, these pipes 27, 28
It is assumed that an insertion port 29 is formed at an end of the. At this time, first, the respective seizures 29, 29 are covered with the seismic-type anti-separation connecting rings 1, 1 of the present invention.
A new pipe 31 having openings 30 formed at both ends is dropped by cutting the pipe to a length corresponding to the distance between the pipes 27 and 28 between the pipes 7 and 28. Next, FIG.
As shown in (b), the connecting rings 1 and 1 are displaced in the tube axis direction, and one end of each is put on the insertion openings 30 and 30 of the new pipe 31. Finally, the pressing wheel 12 and the sealing material 15 are set. By doing so, it can be used for a tie pipe by dropping in a range where the integration is performed.

【0024】図8は、既設の管路における受口32と挿
口29との間に新管31を落とし込んだ場合を例示す
る。新管31は、図7の場合と同様に切管などによって
両端に挿口30が形成されている。この場合は、新管3
1における一方の挿口30は、この新管31の落とし込
みの後で既設の受口32に挿入される。また、他方の挿
口30は、その後に本発明の継ぎ輪1を介して既設の挿
口29に接合される。既設の挿口29と新管31とは、
本発明の継ぎ輪1によって一体化される。また新管31
における他方の挿口30と受口32の奥端との間には挿
口リング33が介装され、これによって受口32と挿口
30とが一体化される。
FIG. 8 illustrates a case where a new pipe 31 is dropped between the receiving port 32 and the insertion port 29 in the existing pipeline. The new tube 31 has openings 30 formed at both ends thereof by cut tubes or the like, as in the case of FIG. In this case, new tube 3
1 is inserted into the existing receptacle 32 after the new pipe 31 is dropped. Further, the other insertion port 30 is thereafter joined to the existing insertion port 29 via the connecting ring 1 of the present invention. The existing insertion opening 29 and the new pipe 31
It is integrated by the connecting ring 1 of the present invention. In addition, new pipe 31
An insertion ring 33 is interposed between the other insertion port 30 and the rear end of the reception port 32, thereby integrating the reception port 32 and the insertion port 30.

【0025】図9は、既設の管路における挿口29、2
9どうしの間に新管31を落とし込んだ場合を例示す
る。この新管31は、切管などによって一端に挿口30
が形成されるとともに他端に受口34が形成されてい
る。この場合は、新管31の落とし込みの後にその受口
34が一方の既設の挿口29にかぶせられ、挿口リング
33により両者の一体化が行われる。また新管31の挿
口30と他方の既設の挿口29とは、本発明の継ぎ輪1
によって一体化される。
FIG. 9 is a view showing the openings 29, 2 in the existing pipeline.
A case where the new pipe 31 is dropped between the nine pipes will be exemplified. The new tube 31 is inserted into one end of the insertion tube 30 by a cut tube or the like.
Is formed, and a receiving port 34 is formed at the other end. In this case, after the new pipe 31 is dropped, the receiving port 34 is covered with one of the existing insertion ports 29, and the two are integrated by the insertion ring 33. Further, the insertion port 30 of the new pipe 31 and the other existing insertion port 29 are connected to the connecting ring 1 of the present invention.
Integrated.

【0026】[0026]

【発明の効果】以上のように本発明によると、押輪の内
部に配置された離脱防止用爪は管内の水圧による抜け出
し力に耐えるように挿口の外周に押圧され、かつロック
リングは、地震発生時に離脱防止爪による離脱防止力を
上回る抜け出し力が発生して継手が伸びたときに挿口の
突部と掛かり合ってその離脱を防止可能とされているた
め、異形管部との接合部などの、水圧に対する一体化が
必要な箇所で好適に使用できるうえに、地震発生時には
挿口の突部がロックリングに掛かり合うまでの範囲で継
手を伸縮させることができ、そして最終的にロックリン
グと突部とを掛かり合わせることで、所要の耐震性を得
るための離脱防止性能を発揮させることができる。
As described above, according to the present invention, the separation preventing claw disposed inside the pressing wheel is pressed against the outer periphery of the insertion hole so as to withstand the removal force due to the water pressure in the pipe, and the lock ring is subjected to the earthquake. When the joint expands due to the release force that exceeds the release prevention force of the release prevention claw at the time of occurrence, it can engage with the projection of the insertion hole and prevent its detachment, so the joint with the deformed pipe part In addition to being able to be used suitably in places where integration with water pressure is necessary, in the event of an earthquake, the joint can be expanded and contracted until the projection of the insertion hole engages with the lock ring, and finally the lock By engaging the ring and the projection, it is possible to exhibit the detachment prevention performance for obtaining the required earthquake resistance.

【0027】このため、本発明の継ぎ輪を用いて継手を
一体化させた状態でのいわゆる結び配管が可能となっ
て、施工上の制約を大幅に解消することができる。しか
も潜在的な伸縮機能を備えた状態で、受口と挿口とを任
意の位置で相互に固定することができる。
For this reason, a so-called knotted pipe in a state where the joint is integrated using the connecting ring of the present invention becomes possible, and the restriction on the construction can be largely eliminated. In addition, the receiving port and the insertion port can be fixed to each other at an arbitrary position in a state having a potential expansion / contraction function.

【0028】また、輻輳した管路内では一体化した部分
が多くなり、地震時の地盤の変位を管路の伸縮により吸
収することができにくくなっているが、本発明の継ぎ輪
を用いることによって、平常時は管路を一体化し、かつ
地震の発生時には伸縮部分を作り出すことができるた
め、耐震管路網を構成することができる。
In addition, in a congested pipeline, there are many integrated portions, and it is difficult to absorb the displacement of the ground due to an earthquake due to expansion and contraction of the pipeline. Thereby, the pipeline can be integrated in normal times, and a telescopic portion can be created in the event of an earthquake, so that a seismic pipeline network can be configured.

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

【図1】本発明の実施の形態の継ぎ輪の縦断面図であ
る。
FIG. 1 is a longitudinal sectional view of a connecting ring according to an embodiment of the present invention.

【図2】図1における押輪を表す図である。FIG. 2 is a diagram showing a pressing wheel in FIG.

【図3】図1の継ぎ輪の継手に作用する抜け出し力と継
手伸び量との関係を示す図である。
FIG. 3 is a diagram showing a relationship between a pull-out force acting on a joint of the connecting ring of FIG. 1 and a joint elongation amount.

【図4】離脱防止用爪の配置の一例を示す図である。FIG. 4 is a diagram showing an example of an arrangement of separation prevention claws.

【図5】離脱防止用爪の配置の他の例を示す図である。FIG. 5 is a diagram showing another example of the arrangement of the separation preventing claws.

【図6】離脱防止用爪の断面形状を示す図である。FIG. 6 is a view showing a cross-sectional shape of a separation preventing claw.

【図7】本発明の耐震型離脱防止継ぎ輪を、一体化を行
う範囲内における落とし込みによる結び配管に使用した
一例を示す図である。
FIG. 7 is a diagram showing an example in which the seismic-resistant type separation-prevention connecting ring of the present invention is used for a knotting pipe by dropping in a range where integration is performed.

【図8】本発明の耐震型離脱防止継ぎ輪を、一体化を行
う範囲内における落とし込みによる結び配管に使用した
他の例を示す図である。
FIG. 8 is a view showing another example in which the seismic-resistant disengagement prevention connecting ring of the present invention is used for a knotting pipe by dropping in a range where integration is performed.

【図9】本発明の耐震型離脱防止継ぎ輪を、一体化を行
う範囲内における落とし込みによる結び配管に使用した
さらに他の例を示す図である。
FIG. 9 is a view showing still another example in which the seismic-resistant disengagement prevention connecting ring of the present invention is used for a knotting pipe by dropping in a range where integration is performed.

【符号の説明】[Explanation of symbols]

2 管体 3 受口 4 挿口 5 挿口 9 ロックリング 12 押輪 15 シール材 19 離脱防止用爪 22 押しボルト 24 突部 2 Tube 3 Reception port 4 Insertion port 5 Insertion port 9 Lock ring 12 Press ring 15 Sealing material 19 Detachment preventing claw 22 Push bolt 24 Projection

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 管体の一端および他端にそれぞれ形成さ
れた受口と、前記受口とこの受口に挿入される他の管の
挿口との間のシール材を圧縮させるための押輪と、この
押輪の内部に配置された離脱防止用爪と、前記押輪にね
じ込まれることで離脱防止用爪を挿口の外周に押圧させ
る押しボルトと、前記受口に挿入されている挿口の外周
に形成された突部と掛かり合い可能なように、この突部
から受口の開口端側に距離をおいた位置の受口の内周に
配置されたロックリングとを有し、前記離脱防止用爪
は、管内の水圧による抜け出し力に耐えるように押しボ
ルトによって挿口の外周に押圧されており、かつ前記ロ
ックリングは、地震発生時に離脱防止爪による離脱防止
力を上回る抜け出し力が発生して継手が伸びたときに挿
口の突部と掛かり合ってその離脱を防止可能とされてい
ることを特徴とする耐震型離脱防止継ぎ輪。
1. A press ring for compressing a sealing material between a receiving port formed at one end and the other end of a pipe body and an insertion port of another pipe inserted into the receiving port. A claw for preventing disengagement arranged inside the press ring, a push bolt for screwing the claw for prevention of disengagement into the outer periphery of the insertion hole by being screwed into the press ring, and a claw inserted into the receptacle. A lock ring disposed on the inner periphery of the receptacle at a position spaced from the projection to the opening end side of the receptacle so as to engage with the projection formed on the outer periphery; The prevention claw is pressed against the outer periphery of the insertion hole by a push bolt so as to withstand the removal force due to the water pressure in the pipe, and the lock ring generates a removal force that exceeds the separation prevention force of the separation prevention claw when an earthquake occurs. Engages with the projection of the opening when the joint is extended A seismic-resistant disengagement prevention connecting ring, characterized in that it can be prevented from being disengaged.
JP22413497A 1997-08-21 1997-08-21 Earthquake resistant detachment preventing collar Pending JPH1163328A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22413497A JPH1163328A (en) 1997-08-21 1997-08-21 Earthquake resistant detachment preventing collar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22413497A JPH1163328A (en) 1997-08-21 1997-08-21 Earthquake resistant detachment preventing collar

Publications (1)

Publication Number Publication Date
JPH1163328A true JPH1163328A (en) 1999-03-05

Family

ID=16809085

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22413497A Pending JPH1163328A (en) 1997-08-21 1997-08-21 Earthquake resistant detachment preventing collar

Country Status (1)

Country Link
JP (1) JPH1163328A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2006200067B2 (en) * 2005-01-12 2007-05-31 Norma Germany Gmbh Coupling for joining two pipes
JP2009058134A (en) * 2008-12-17 2009-03-19 Waterworks Technology Development Organization Co Ltd Pipe joint structure and fluid pipe for pipe joint structure
WO2010062196A1 (en) * 2008-11-25 2010-06-03 Batchelar Civil Structural Limited An improved pipe clamp
JP2010242798A (en) * 2009-04-02 2010-10-28 Cosmo Koki Co Ltd Movement preventing means
JP2013019535A (en) * 2011-06-17 2013-01-31 Kazumasa Yamamoto Fastening implement, connecting implement and fence
JP2016020598A (en) * 2014-07-15 2016-02-04 日鉄住金パイプライン&エンジニアリング株式会社 Piping unit for water pipe bridge, water pipe bridge, and water pipe bridge erection method
JP2019158096A (en) * 2018-03-16 2019-09-19 株式会社栗本鐵工所 Connecting method for push-on type pipe joint and attachment used for its connection

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2006200067B2 (en) * 2005-01-12 2007-05-31 Norma Germany Gmbh Coupling for joining two pipes
WO2010062196A1 (en) * 2008-11-25 2010-06-03 Batchelar Civil Structural Limited An improved pipe clamp
JP2009058134A (en) * 2008-12-17 2009-03-19 Waterworks Technology Development Organization Co Ltd Pipe joint structure and fluid pipe for pipe joint structure
JP2010242798A (en) * 2009-04-02 2010-10-28 Cosmo Koki Co Ltd Movement preventing means
JP2013019535A (en) * 2011-06-17 2013-01-31 Kazumasa Yamamoto Fastening implement, connecting implement and fence
JP2016020598A (en) * 2014-07-15 2016-02-04 日鉄住金パイプライン&エンジニアリング株式会社 Piping unit for water pipe bridge, water pipe bridge, and water pipe bridge erection method
JP2019158096A (en) * 2018-03-16 2019-09-19 株式会社栗本鐵工所 Connecting method for push-on type pipe joint and attachment used for its connection

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