JPH10148289A - Earthquake resistant pipe joint for propelling pipe - Google Patents

Earthquake resistant pipe joint for propelling pipe

Info

Publication number
JPH10148289A
JPH10148289A JP8307565A JP30756596A JPH10148289A JP H10148289 A JPH10148289 A JP H10148289A JP 8307565 A JP8307565 A JP 8307565A JP 30756596 A JP30756596 A JP 30756596A JP H10148289 A JPH10148289 A JP H10148289A
Authority
JP
Japan
Prior art keywords
pipe
face
liner
socket
propulsion
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
JP8307565A
Other languages
Japanese (ja)
Inventor
Noriyuki Arakawa
範行 荒川
Takahiro Ishihara
孝浩 石原
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 JP8307565A priority Critical patent/JPH10148289A/en
Publication of JPH10148289A publication Critical patent/JPH10148289A/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
    • 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)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Joints Allowing Movement (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an extension/contraction margin in the side of advancing-in of a pipe joint for a propelling pipe when an earthquake occurs. SOLUTION: In the inside of a socket 13 formed in an end part of one pipe 11 connected to each other, a spigot 14 formed in an end part of the other pipe 12 is inserted, between a tip end face of the spigot 14 and a depth end face 18 of the socket 13, propelling force is transmitted. Between the tip end face of the spigot 14 and the depth end face 18 of the socket 13, a liner 30 capable of transmitting propelling force between the socket/spigot is provided. The liner 30 has a main unit part constituted by a plural quantity along the peripheral direction and a cylinder device mounted over the fellow adjacent main unit parts. The liner 30, diametrically contracted by contracting action of the cylinder device, can be removed into the pipe from between the tip end face of the spigot 14 and the depth end face 18 of the socket 13.

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】本発明は推進管用耐震管継手
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic pipe joint for a propulsion pipe.

【0002】[0002]

【従来の技術】管継手の一種として、互いに接合される
一方の管の端部に形成された受口の内部に他方の管の端
部に形成された挿口が挿入され、受口挿口間で推進力が
伝達されることで、地中に推進させて敷設することので
きる、いわゆる推進管用管継手が知られている。
2. Description of the Related Art As one type of pipe joint, a socket formed at an end of another pipe is inserted into a socket formed at an end of one pipe to be joined to each other, and a socket is formed. 2. Description of the Related Art There is known a so-called pipe joint for a propulsion pipe, which can be propelled and laid underground by transmitting a propulsion force between the pipes.

【0003】図3は、従来のこの種の推進管用の管継手
であって、たとえば口径が600mm以下の中口径のダ
クタイル鋳鉄管に適用されるものを例示する。すなわ
ち、先行する推進管1の受口2の内部に後続の推進管3
の挿口4を挿入して、この後続の推進管3に推進力5を
作用させ、受口2の奥端面6を挿口4の先端面7で押す
ことによって両推進管1、3を地中に推進させ、順次新
たな推進管を後方に継ぎ足すようにしている。受口2の
内周と挿口4の外周との間に環状のゴム製のシール材8
が圧縮状態で配置されることで、これら受口挿口間に所
要のシール機能が付与されている。また推進管1、3の
外周にはコンクリート製の外装9が受口2に対応した径
で形成されることで、推進時の抵抗の軽減が図られてい
る。
FIG. 3 illustrates a conventional pipe joint for a propulsion pipe of this type, which is applied to, for example, a ductile cast iron pipe having a medium diameter of 600 mm or less. That is, the following propulsion pipe 3 is inserted inside the receiving port 2 of the preceding propulsion pipe 1.
The propulsion force 5 acts on the succeeding propulsion pipe 3, and the rear end face 6 of the receiving port 2 is pushed by the front end face 7 of the insertion port 4, so that the two propulsion pipes 1 and 3 are grounded. The propulsion is performed inside, and new propulsion pipes are sequentially added to the rear. An annular rubber sealing member 8 between the inner periphery of the receptacle 2 and the outer periphery of the insertion opening 4
Are arranged in a compressed state, so that a required sealing function is provided between the receptacle insertion openings. Further, a concrete exterior 9 having a diameter corresponding to the receiving port 2 is formed on the outer periphery of the propulsion pipes 1 and 3 so as to reduce resistance during propulsion.

【0004】[0004]

【発明が解決しようとする課題】しかし、このような従
来の構成では、地震の発生時において抜け出し側には両
管1、3は自由に変位するが、挿口4の先端面7が受口
2の奥端面に接した状態で推進されかつ敷設されいるた
めに、入り込み側への変位が行えずに、無理な力が掛か
りやすいという問題点がある。
However, in such a conventional configuration, when an earthquake occurs, the two pipes 1 and 3 are freely displaced to the exit side, but the distal end surface 7 of the insertion port 4 is closed. Since it is propelled and laid in contact with the rear end face of No. 2, there is a problem that it cannot be displaced to the entrance side and an excessive force is easily applied.

【0005】そこで本発明は、このような問題点を解決
して、推進管用管継手が地震発生時における入り込み側
への伸縮代を具備できるようにすることを目的とする。
Accordingly, an object of the present invention is to solve such a problem and to provide a joint for a propulsion pipe with an allowance for expansion and contraction to the entry side when an earthquake occurs.

【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、互いに接合される一方の管の端部に形成され
た受口の内部に他方の管の端部に形成された挿口が挿入
され、挿口の先端面と受口の奥端面との間で推進力を伝
達可能に構成された管継手において、前記挿口の先端面
と受口の奥端面との間に、受口挿口間に推進力を伝達可
能なライナを設け、このライナは、周方向に沿って複数
に構成された本体部と、隣り合う本体部どうしの間にわ
たされたシリンダ装置とを有して、このシリンダ装置の
短縮動作により縮径して、挿口の先端面と受口の奥端面
との間から管内へ取り外し可能に構成されているように
したものである。
SUMMARY OF THE INVENTION In order to achieve this object, the present invention is directed to a spigot formed at the end of one of the tubes joined to the end of the other tube. Is inserted, and a propulsion force can be transmitted between the distal end face of the insertion port and the rear end face of the receiving port. A liner capable of transmitting propulsive force is provided between the mouth insertion holes, the liner has a plurality of main bodies arranged in a circumferential direction, and a cylinder device provided between adjacent main bodies. The diameter of the cylinder is reduced by the shortening operation of the cylinder device so that the cylinder can be detached into the pipe from between the distal end face of the insertion port and the rear end face of the receptacle.

【0007】このような構成であると、推進時には、ラ
イナを介して受口挿口間に推進力を伝達可能である。推
進終了後には、シリンダ装置の短縮動作によりライナを
縮径して、これを挿口の先端面と受口の奥端面との間か
ら管内へ取り外すことで、挿口の先端面と受口の奥端面
との間に一定の距離が保たれる。したがって、地震発生
時に受口挿口間に入り込み力が作用した場合には、この
距離の範囲内で受口奥側への挿口の入り込みが許容さ
れ、このため挿口の先端面と受口の奥端面との間に過大
な力が作用して破損が生じるなどの事態の発生が防止さ
れる。
With such a configuration, during propulsion, it is possible to transmit the propulsion force between the receiving port and the insertion port via the liner. After the propulsion is completed, the liner is reduced in diameter by the shortening operation of the cylinder device, and the liner is removed from the space between the distal end surface of the insertion port and the rear end surface of the receiving port into the pipe. A certain distance is kept between the back end face. Therefore, if a force is applied between the socket and the mouth during the occurrence of an earthquake, the insertion of the socket into the back of the socket within this distance is allowed. A situation such as breakage due to an excessive force acting between the inner end surface of the first member and the second member is prevented.

【0008】[0008]

【発明の実施の形態】図1において、11、12は互い
に接合される一対の推進管であり、先行して推進される
推進管11の端部には受口13が形成され、後続して推
進される推進管12の端部には、受口13の内部に挿入
される挿口14が形成されている。受口13の開口部の
内周には奥すぼまりテーパ状のシール材圧接面15が形
成され、このシール材圧接面15よりもさらに奥側の受
口13の内周には、環状溝16と、この環状溝16より
も小径の内周面17と、管径方向の奥端面18とが、こ
の順序で形成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, reference numerals 11 and 12 denote a pair of propulsion tubes which are joined to each other. At the end of the propulsion pipe 12 to be propelled, an insertion port 14 inserted into the inside of the receiving port 13 is formed. A tapered sealing material pressing surface 15 is formed on the inner periphery of the opening of the receiving port 13, and an annular groove is formed on the inner circumference of the receiving port 13 further deeper than the sealing material pressing surface 15. 16, an inner peripheral surface 17 having a diameter smaller than that of the annular groove 16, and a rear end surface 18 in the pipe radial direction are formed in this order.

【0009】シール材圧接面15と挿口14の外周面と
の間には、環状のゴム製のシール材20が設けられてい
る。受口13の外側における挿口14の外周には、環状
の割輪21と、この割輪21に掛かり合う環状の押輪2
2とが外ばめされている。そして、受口13の端部に植
え込まれる周方向に複数の管軸方向のボルト23と、こ
のボルト23にねじ合わされるナット24とによって、
押輪22および割輪21を介してシール材20を押圧す
ることで、このシール材20がシール材圧接面15と挿
口14の外周面との間で圧縮されて、受口挿口間に所要
のシール機能が付与される。
An annular rubber sealing member 20 is provided between the sealing member pressing surface 15 and the outer peripheral surface of the insertion opening 14. An annular split ring 21 and an annular pressing wheel 2 engaged with the split ring 21 are provided around the outer periphery of the insertion port 14 outside the receiving port 13.
2 is fitted. Then, a plurality of bolts 23 in the pipe direction in the circumferential direction implanted at the end of the receiving port 13 and a nut 24 screwed to the bolt 23 are used.
By pressing the sealing material 20 through the pressing ring 22 and the split ring 21, the sealing material 20 is compressed between the sealing material pressing surface 15 and the outer peripheral surface of the insertion opening 14, and a required space is formed between the receiving opening and the insertion opening. Is provided.

【0010】シール材20よりも受口13の奥側におけ
る受口挿口間には環状のバックアップリング25が設け
られており、このバックアップリング25は、環状溝1
6にはめ込まれたロックリング26に掛かり合うこと
で、シール材20をバックアップする役割を果たす。ロ
ックリング26は、周方向一つ割りの締まり勝手に形成
されることで、上述のように環状溝16にはまり合った
状態でその部分の挿口14の外周に締まり付くように構
成されている。挿口14の先端の外周には、受口13の
奥側からロックリング26に掛かり合い可能な環状の突
部27が一体に形成されている。
[0010] An annular backup ring 25 is provided between the socket openings on the back side of the socket 13 with respect to the sealing material 20.
By engaging with the lock ring 26 fitted in the seal 6, it plays a role of backing up the sealing material 20. The lock ring 26 is formed so as to be tightly tightened in the circumferential direction so as to fit into the annular groove 16 as described above so as to be fastened to the outer periphery of the insertion opening 14 at that portion. . An annular projection 27 that can engage with the lock ring 26 from the back side of the receiving port 13 is formed integrally with the outer periphery of the distal end of the insertion port 14.

【0011】挿口14の先端面28と受口13の奥端面
18との間には環状のライナ30が設けられている。図
2に示すように、このライナ30は、周方向に沿って複
数に形成された横断面矩形状の金属製の本体部31と、
周方向に隣り合う本体部31どうしを互いに接続するた
めにこれら各本体部31どうしの間にそれぞれわたされ
るシリンダ装置32とによって構成されている。図2
(a)はすべてのシリンダ装置32が伸長することでラ
イナ30が拡径した状態を示し、また図2(b)はすべ
てのシリンダ装置32が短縮することによってライナ3
0が縮径した状態を示す。このライナ32は、図2
(a)に示すように拡径したときには、図1において実
線で示されるように挿口14の先端面28と受口13の
奥端面18との間に介装される。また図2(b)に示す
ように縮径したときには、図1において仮想線で示され
るように管11、12の内径よりも小径となって、挿口
14の先端面28と受口13の奥端面18との間から管
11、12の内部へ取り外し可能となる。
An annular liner 30 is provided between the distal end surface 28 of the insertion opening 14 and the rear end surface 18 of the receiving opening 13. As shown in FIG. 2, the liner 30 includes a metal body 31 having a rectangular cross section and formed in a plurality in the circumferential direction.
In order to connect the main body portions 31 adjacent in the circumferential direction to each other, the main body portion 31 is constituted by a cylinder device 32 provided between the main body portions 31. FIG.
2A shows a state where the diameter of the liner 30 is expanded by extending all the cylinder devices 32, and FIG.
0 indicates a state in which the diameter is reduced. This liner 32 is shown in FIG.
When the diameter is increased as shown in FIG. 1A, it is interposed between the distal end face 28 of the insertion port 14 and the rear end face 18 of the receptacle 13 as shown by a solid line in FIG. When the diameter is reduced as shown in FIG. 2B, the diameter becomes smaller than the inner diameter of the pipes 11 and 12 as shown by the phantom line in FIG. It can be removed from between the rear end face 18 and the inside of the pipes 11 and 12.

【0012】図1に示すように、ライナ30が挿口14
の先端面28と受口13の奥端面18との間に挟み込ま
れたときには、挿口14の突部27と環状溝16に収容
されたロックリング26との間に一定の距離Aが形成さ
れている。
As shown in FIG. 1, the liner 30 is
When it is sandwiched between the front end surface 28 of the socket 13 and the rear end surface 18 of the socket 13, a certain distance A is formed between the projection 27 of the insertion opening 14 and the lock ring 26 housed in the annular groove 16. ing.

【0013】推進管11、13の外周には、コンクリー
ト製の外装35が、受口13の最大径部36よりもやや
大きな外径で形成され、これによって推進時の抵抗の軽
減が図られている。受口13の最大径部36の外周と、
挿口14におけるボルト23やナット24や押輪22な
どが配置された部分とには外装35は形成されておら
ず、その代わりに金属製の環状のカバー37が設けられ
ている。このカバー37は、管軸方向の円筒状の本体部
38と、内フランジ部39とを一体に有して、その一端
および他端が管11、12の外装35にそれぞれ接する
ように構成されている。本体部38は、ボルト23やナ
ット24や押輪22などと、受口13の最大径部36と
を覆うように構成されて、その外径が外装35の外径に
揃うように構成されている。内フランジ部39は、その
側面が挿口14側の管12の外装35の端面に接するよ
うに構成されるとともに、その内周面が挿口14の外周
面に接するように構成されている。
On the outer circumference of the propulsion tubes 11 and 13, a concrete outer case 35 is formed with an outer diameter slightly larger than the maximum diameter portion 36 of the receiving port 13, thereby reducing the resistance during propulsion. I have. An outer periphery of a maximum diameter portion 36 of the receiving port 13,
The exterior 35 is not formed at the portion where the bolt 23, the nut 24, the pressing ring 22, etc. are arranged in the insertion opening 14, and a metal annular cover 37 is provided instead. The cover 37 integrally has a cylindrical main body 38 in the pipe axis direction and an inner flange 39, and one end and the other end thereof are configured to be in contact with the outer casing 35 of the pipes 11 and 12, respectively. I have. The main body 38 is configured to cover the bolt 23, the nut 24, the press ring 22, and the like, and the maximum diameter portion 36 of the receiving port 13, and is configured such that the outer diameter thereof is equal to the outer diameter of the exterior 35. . The inner flange portion 39 is configured such that a side surface thereof is in contact with an end surface of the exterior 35 of the tube 12 on the insertion port 14 side, and is configured such that an inner peripheral surface thereof is in contact with an outer peripheral surface of the insertion port 14.

【0014】このような構成において、推進工法により
管路を敷設する際には、先行する推進管11の受口13
の内周面17の内部にあらかじめ拡径状態のライナ30
をセットし、またロックリング26を縮径状態で受口1
3内に挿入して環状溝16にセットしておく。後続する
推進管12の挿口4には、押輪22と割輪21とシール
材20とバックアップリング25とをあらかじめ外ばめ
しておく。この状態で受口13の内部に挿口14を挿入
すると、この挿口14の先端の突部27がロックリング
26を押し広げて、それよりも受口13の奥側に入り込
む。そこで、ボルト23とナット24との締結によって
押輪22と割輪21とでシール材20を圧縮する。
In such a configuration, when the pipeline is laid by the propulsion method, the receiving port 13 of the preceding propulsion pipe 11 is used.
The inner diameter of the liner 30 is increased beforehand inside
Set the lock ring 26 in the reduced
3 and set in the annular groove 16. The push ring 22, the split ring 21, the sealing material 20, and the backup ring 25 are fitted in the insertion port 4 of the following propulsion pipe 12 in advance. In this state, when the insertion port 14 is inserted into the receptacle 13, the protrusion 27 at the tip of the insertion port 14 pushes and spreads the lock ring 26, and enters the depth side of the receptacle 13. Then, the sealing material 20 is compressed by the pressing ring 22 and the split ring 21 by fastening the bolt 23 and the nut 24.

【0015】これにより受口13と挿口14との接合が
完了するので、その継手部にカバー37を装着して、後
続の管12に推進力を付与する。すると、この推進力
は、その大部分がライナ30の本体部31を介して挿口
14の先端面28から受口13の奥端面18へと伝達さ
れる。推進力の一部分は後続の推進管12の外装35か
らカバー37を介して先行する推進管11の外装へと伝
達され、これによって推進時にボルト23に負荷が掛か
らないようにされている。このようにして管11、12
が地中に推進され、所定の位置に埋設される。このと
き、継手部はカバー37で覆われているいるため、推進
時にボルト23の設置部に石や土が入り込んでその変形
の原因となることが防止される。
As a result, the connection between the receiving port 13 and the insertion port 14 is completed, so that the cover 37 is attached to the joint to apply a propulsive force to the subsequent pipe 12. Then, most of the propulsion force is transmitted from the distal end surface 28 of the insertion port 14 to the deep end surface 18 of the receiving port 13 via the main body 31 of the liner 30. A part of the propulsion force is transmitted from the outer casing 35 of the subsequent propulsion pipe 12 to the outer casing of the preceding propulsion pipe 11 via the cover 37, so that no load is applied to the bolt 23 during propulsion. In this way, the tubes 11, 12
Is propelled underground and buried in place. At this time, since the joint portion is covered with the cover 37, it is possible to prevent stones and soil from entering the installation portion of the bolt 23 during propulsion and causing deformation.

【0016】推進が完了した時点では、図1において実
線で示すように、ライナ30が挿口14の先端面28と
受口13の奥端面18とで挟み込まれており、挿口14
の突部27とロックリング26との間には距離Aが保た
れている。そこで、すべてのシリンダ装置32を短縮さ
せてライナ30を縮径させ、このライナ30を図1にお
いて仮想線で示すように挿口14の先端面28と受口1
3の奥端面18との間から管11、12の内部へ取り外
して撤去する。すると、これによって、挿口14の先端
面28と受口13の奥端面18との間には、ライナ30
の本体部31の幅に対応した距離Bが保たれることにな
る。
When the propulsion is completed, the liner 30 is sandwiched between the front end surface 28 of the insertion opening 14 and the rear end surface 18 of the receiving opening 13 as shown by a solid line in FIG.
A distance A is maintained between the protrusion 27 of the lock ring 26 and the protrusion 27. Therefore, all the cylinder devices 32 are shortened to reduce the diameter of the liner 30, and the liner 30 is connected to the distal end surface 28 of the insertion port 14 and the receiving port 1 as shown by a virtual line in FIG.
3 and is removed from the inside of the tubes 11 and 12 from between the inner end surface 18 and the tube 3 and removed. Then, a liner 30 is provided between the distal end surface 28 of the insertion opening 14 and the rear end surface 18 of the receiving opening 13.
The distance B corresponding to the width of the main body 31 is maintained.

【0017】地震発生時において、受口挿口間に抜け出
し力が作用した場合には、挿口14の突部27がロック
リング26に掛かり合うまでの範囲で、すなわち距離A
が詰まるまでの範囲で、抜け出し代が確保される。この
場合に、突部27とロックリング26との掛かり合いに
よって受口挿口間の離脱が阻止されるため、推進管1
1、12の口径をDとすれば、0.3D[tf]以上の
大きな離脱阻止力を得ることができる。また地震発生時
に受口挿口間に入り込み力が作用した場合には、挿口1
4の先端面28が受口13の奥端面18に当たるまでの
範囲で、すなわち距離Bが詰まるまでの範囲で、入り込
み代が確保される。したがって、挿口14の先端面28
と受口13の奥端面18との間に過大な力が作用して破
損が生じるなどの事態の発生を防止できる。
When an exiting force acts between the receiving openings when an earthquake occurs, the distance A is within a range until the projection 27 of the opening 14 engages with the lock ring 26.
The escape allowance is secured in the range until the is clogged. In this case, the engagement between the protruding portion 27 and the lock ring 26 prevents the detachment between the receiving opening and the insertion opening.
Assuming that the diameters of the apertures 1 and 12 are D, a large separation prevention force of 0.3 D [tf] or more can be obtained. In addition, when a force is applied between the inlet and outlet when an earthquake occurs,
The entry allowance is ensured in a range until the front end surface 28 of the No. 4 hits the rear end surface 18 of the receptacle 13, that is, in a range until the distance B is narrowed. Therefore, the distal end surface 28 of the insertion port 14
It is possible to prevent the occurrence of a situation such as breakage due to excessive force acting between the inner end surface 18 and the inner end surface 18 of the receiving port 13.

【0018】[0018]

【発明の効果】以上のように本発明によると、挿口の先
端面と受口の奥端面との間に、受口挿口間に推進力を伝
達可能なライナを設け、このライナは、周方向に沿って
複数に構成された本体部と、隣り合う本体部どうしの間
にわたされたシリンダ装置とを有して、このシリンダ装
置の短縮動作により縮径して、挿口の先端面と受口の奥
端面との間から管内へ取り外し可能に構成されているよ
うにしたため、推進時にはライナを介して受口挿口間に
推進力を伝達することができ、また推進終了後には、シ
リンダ装置の短縮動作によりライナを縮径して、これを
挿口の先端面と受口の奥端面との間から管内へ取り外す
ことで、挿口の先端面と受口の奥端面との間に一定の距
離を形成することができ、したがって地震発生時に受口
挿口間に入り込み力が作用した場合には、この距離の範
囲内で受口奥側への挿口の入り込みを許容でき、このた
め挿口の先端面と受口の奥端面との間に過大な力が作用
して破損が生じるなどの事態の発生を防止できる。
As described above, according to the present invention, a liner capable of transmitting propulsive force between the receiving port and the receiving port is provided between the distal end face of the receiving port and the rear end face of the receiving port. It has a plurality of main body portions along the circumferential direction, and a cylinder device extended between adjacent main body portions. And the back end face of the receiving port so that it can be removed into the pipe, during propulsion, thrust can be transmitted between the receiving port insertion through the liner, and after propulsion, By reducing the diameter of the liner by the shortening operation of the cylinder device and removing it from the space between the distal end surface of the insertion port and the rear end surface of the socket, the liner is removed Can be formed at a certain distance, so that when an earthquake occurs, When this is applied, the insertion of the insertion port into the back side of the socket can be allowed within this range, and excessive force acts between the front end face of the insertion port and the rear end face of the socket. It is possible to prevent a situation such as breakage from occurring.

【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推進管用耐震管継手の要
部の断面図である。
FIG. 1 is a sectional view of a main part of a seismic pipe joint for a propulsion pipe according to an embodiment of the present invention.

【図2】図1におけるライナの側面図である。FIG. 2 is a side view of the liner in FIG.

【図3】従来の推進管用管継手の一例の断面図である。FIG. 3 is a sectional view of an example of a conventional joint for a propulsion pipe.

【符号の説明】[Explanation of symbols]

11 推進管 12 推進管 13 受口 14 挿口 18 奥端面 28 先端面 30 ライナ 31 本体部 32 シリンダ装置 DESCRIPTION OF SYMBOLS 11 Propulsion pipe 12 Propulsion pipe 13 Reception port 14 Insertion port 18 Back end face 28 End face 30 Liner 31 Main body part 32 Cylinder device

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 互いに接合される一方の管の端部に形成
された受口の内部に他方の管の端部に形成された挿口が
挿入され、挿口の先端面と受口の奥端面との間で推進力
を伝達可能に構成された管継手であって、前記挿口の先
端面と受口の奥端面との間に、受口挿口間に推進力を伝
達可能なライナを設け、このライナは、周方向に沿って
複数に構成された本体部と、隣り合う本体部どうしの間
にわたされたシリンダ装置とを有して、このシリンダ装
置の短縮動作により縮径して、挿口の先端面と受口の奥
端面との間から管内へ取り外し可能に構成されているこ
とを特徴とする推進管用耐震管継手。
An insertion port formed at an end of another pipe is inserted into a reception port formed at an end of one pipe joined to each other, and a distal end surface of the insertion port and a depth of the reception port are inserted. A pipe joint configured to be capable of transmitting propulsive force to and from an end face, wherein the liner is capable of transmitting propulsive force between a receiving port and a front end face of the insertion port and a rear end face of the receiving port. The liner has a plurality of main bodies arranged in a circumferential direction, and a cylinder device provided between adjacent main body portions, and is reduced in diameter by a shortening operation of the cylinder device. A seismic pipe joint for a propulsion pipe characterized in that it is configured to be removable into the pipe from between the distal end face of the insertion port and the rear end face of the receptacle.
JP8307565A 1996-11-19 1996-11-19 Earthquake resistant pipe joint for propelling pipe Pending JPH10148289A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8307565A JPH10148289A (en) 1996-11-19 1996-11-19 Earthquake resistant pipe joint for propelling pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8307565A JPH10148289A (en) 1996-11-19 1996-11-19 Earthquake resistant pipe joint for propelling pipe

Publications (1)

Publication Number Publication Date
JPH10148289A true JPH10148289A (en) 1998-06-02

Family

ID=17970615

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8307565A Pending JPH10148289A (en) 1996-11-19 1996-11-19 Earthquake resistant pipe joint for propelling pipe

Country Status (1)

Country Link
JP (1) JPH10148289A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005325580A (en) * 2004-05-14 2005-11-24 Kubota Corp Liner for pipe jacking method
KR100661863B1 (en) * 1999-02-08 2006-12-27 가부시키가이샤 구리모토 뎃코쇼 Propulsion process and union joint used in the process

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100661863B1 (en) * 1999-02-08 2006-12-27 가부시키가이샤 구리모토 뎃코쇼 Propulsion process and union joint used in the process
JP2005325580A (en) * 2004-05-14 2005-11-24 Kubota Corp Liner for pipe jacking method

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