JPS6141837Y2 - - Google Patents

Info

Publication number
JPS6141837Y2
JPS6141837Y2 JP13838381U JP13838381U JPS6141837Y2 JP S6141837 Y2 JPS6141837 Y2 JP S6141837Y2 JP 13838381 U JP13838381 U JP 13838381U JP 13838381 U JP13838381 U JP 13838381U JP S6141837 Y2 JPS6141837 Y2 JP S6141837Y2
Authority
JP
Japan
Prior art keywords
concrete
boxes
joint
concrete pipes
bolt
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
Application number
JP13838381U
Other languages
Japanese (ja)
Other versions
JPS5844587U (en
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 filed Critical
Priority to JP13838381U priority Critical patent/JPS5844587U/en
Publication of JPS5844587U publication Critical patent/JPS5844587U/en
Application granted granted Critical
Publication of JPS6141837Y2 publication Critical patent/JPS6141837Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Sewage (AREA)
  • Joints With Sleeves (AREA)
  • Flanged Joints, Insulating Joints, And Other Joints (AREA)

Description

【考案の詳細な説明】 本考案はコンクリート管の継手、とくに推進工
法用のコンクリート管の継手に関するものであ
る。
[Detailed Description of the Invention] The present invention relates to a joint for concrete pipes, in particular a joint for concrete pipes for the propulsion method.

図示のものは、その実施例であつて、これは一
方のコンクリート管1の端部にカラー2をアンカ
ーリング3を用い、ゴムなどのシール材4を埋設
して取付け、他方のコンクリート管5の端部に凹
部6を設け、該凹部6とカラー2′との間にガス
ケツト7を介装し、両管端内周の複数個所、例え
ば等間隔に6ケ所に鋼製ボツクス8を埋設し、相
対するボツクス8,8間に、各ボツクス内に配設
した弾性材料例えばゴム質リング9を介してボル
ト10を挿通し、該ボルト10の端部をナツト1
1で締着して両ボツクス8,8を連結したもので
ある。すなわち、相対するボツクス8内には、そ
れぞれボツクス8の側壁とボルト10の頭部又は
ナツト11とによつてゴムリング9が挾持されて
いるから、常時は結合する方向へ圧力が加わり、
両コンクリート管1,5に対して互いに分離する
方向へ応力が作用したときは、ゴムリング9の弾
撥力が上記応力と反対の方向へ働くようになる。
これにより、隣接する両コンクリート管1,5は
常に緊結され、ガスケツト7の止水効果を失うこ
とはない。また、地盤沈下などにより、両コンク
リート管1,5の継手部分に曲げ応力が加わつた
場合でも、ゴムリング9の作用によつて上記曲げ
応力の一部は吸収されるとともに、その他は隣接
する他のコンクリート管の継手部分に伝達・分散
され、応力が一箇所に集中することがなくなる。
The illustrated example is an embodiment in which a collar 2 is attached to the end of one concrete pipe 1 using an anchor ring 3 and a sealing material 4 such as rubber is buried, and the other concrete pipe 5 is attached to the end of the concrete pipe 1. A recess 6 is provided at the end, a gasket 7 is interposed between the recess 6 and the collar 2', and steel boxes 8 are buried at a plurality of locations on the inner periphery of both tube ends, for example, at six locations at equal intervals, A bolt 10 is inserted between the opposing boxes 8, 8 through an elastic material such as a rubber ring 9 disposed in each box, and the end of the bolt 10 is inserted into the nut 1.
1 to connect both boxes 8,8. That is, since the rubber rings 9 are held in the opposing boxes 8 by the side walls of the boxes 8 and the heads of the bolts 10 or the nuts 11, pressure is always applied in the direction of coupling.
When stress acts on both concrete pipes 1 and 5 in the direction of separating them from each other, the elastic force of the rubber ring 9 acts in the opposite direction to the stress.
As a result, the two adjacent concrete pipes 1 and 5 are always tightly connected, and the water-stopping effect of the gasket 7 is not lost. In addition, even if bending stress is applied to the joint portion of both concrete pipes 1 and 5 due to ground subsidence, a portion of the bending stress is absorbed by the action of the rubber ring 9, and the rest is absorbed by the adjacent concrete pipes. The stress is transmitted and distributed to the joints of the concrete pipes, eliminating stress concentration in one place.

この継手は、主として、コンクリート管5をも
つてコンクリート管1を図の矢印方向に押進させ
て、各コンクリート管を敷設する、いわゆる推進
工法用のコンクリート管に適用される。勿論、一
般のコンクリート管の継手として用いることもで
きる。
This joint is mainly applied to concrete pipes for the so-called propulsion method, in which each concrete pipe is laid by pushing the concrete pipe 1 with the concrete pipe 5 in the direction of the arrow in the figure. Of course, it can also be used as a joint for general concrete pipes.

使用にさいしては、まずコンクリート管1にガ
スケツト7を介装させながらコンクリート管5を
挿入し、常法に従つて各コンクリート管を推進し
て敷設する。推進開始前または推進完了后に、コ
ンクリート管1,5の内部より、ボツクス8内に
ゴムリング9,9を配設し、これらゴムリング
9,9を貫通してボルト10を両ボツクス間に挿
通し、ナツト11で、ゴムリング9,9を締めつ
けておく。
In use, first, the concrete pipe 5 is inserted into the concrete pipe 1 with the gasket 7 interposed therebetween, and each concrete pipe is pushed and laid according to a conventional method. Before the start of propulsion or after the completion of propulsion, rubber rings 9, 9 are placed in the box 8 from inside the concrete pipes 1, 5, and the bolt 10 is inserted between both boxes by penetrating these rubber rings 9, 9. Then, tighten the rubber rings 9, 9 with nuts 11.

かくして、両コンクリート管1,5はゴムリン
グ9,9を介して連結される。連結后、適当な充
填材をボツクス内に充填しておくことがのぞまし
い。
Thus, the two concrete pipes 1, 5 are connected via the rubber rings 9, 9. After the connection, it is desirable to fill the box with a suitable filler material.

本考案に係るコンクリート管継手は、両コンク
リート管を弾性的に連結するので、両コンクリー
ト管が埋設状態において分離して継手部が止水効
果を失なうことを効果的に防止することができ
る。
Since the concrete pipe joint according to the present invention elastically connects both concrete pipes, it is possible to effectively prevent both concrete pipes from separating when buried and causing the joint to lose its water-stopping effect. .

【図面の簡単な説明】[Brief explanation of the drawing]

図は本考案に係るコンクリート管の継手の実施
例を示す縦断面図である。 1,5……コンクリート管、2……カラー、3
……アンカー、4……シール材、6……凹部、7
……ガスケツト、8……ボツクス、9……ゴムリ
ング、10,11……ボルト,ナツト。
The figure is a longitudinal sectional view showing an embodiment of a joint for concrete pipes according to the present invention. 1, 5...Concrete pipe, 2...Color, 3
... Anchor, 4 ... Seal material, 6 ... Recess, 7
...Gasket, 8...Box, 9...Rubber ring, 10,11...Bolt, nut.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 一方の管の端部にカラーを固着し、他方の管の
端部外周に凹部を設け、上記カラーと凹部との間
にガスケツトを介装し、両管端内周の複数箇所に
ボツクスを埋設し、かつ各ボツクス間に上記弾性
材を介してボルトを挿通するとともに、該ボルト
の端部をナツトで締着して上記両ボツクスを連結
したことを特徴とするコンクリート管の継手。
A collar is fixed to the end of one tube, a recess is provided on the outer periphery of the end of the other tube, a gasket is interposed between the collar and the recess, and boxes are buried at multiple locations on the inner periphery of both tube ends. A joint for concrete pipes, characterized in that a bolt is inserted between each box via the elastic material, and the ends of the bolt are tightened with a nut to connect the two boxes.
JP13838381U 1981-09-18 1981-09-18 concrete pipe joints Granted JPS5844587U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13838381U JPS5844587U (en) 1981-09-18 1981-09-18 concrete pipe joints

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13838381U JPS5844587U (en) 1981-09-18 1981-09-18 concrete pipe joints

Publications (2)

Publication Number Publication Date
JPS5844587U JPS5844587U (en) 1983-03-25
JPS6141837Y2 true JPS6141837Y2 (en) 1986-11-27

Family

ID=29931610

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13838381U Granted JPS5844587U (en) 1981-09-18 1981-09-18 concrete pipe joints

Country Status (1)

Country Link
JP (1) JPS5844587U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013036201A (en) * 2011-08-05 2013-02-21 Michinori Umezawa Vibration control joint structure for concrete product and construction method for preventing joint opening
JP2016205034A (en) * 2015-04-27 2016-12-08 植村 誠 Open shield method
JP2016205035A (en) * 2015-04-27 2016-12-08 植村 誠 Open shield method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02204598A (en) * 1989-03-23 1990-08-14 Asahi Concrete Works Co Ltd Underground driving of buried piping block

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013036201A (en) * 2011-08-05 2013-02-21 Michinori Umezawa Vibration control joint structure for concrete product and construction method for preventing joint opening
JP2016205034A (en) * 2015-04-27 2016-12-08 植村 誠 Open shield method
JP2016205035A (en) * 2015-04-27 2016-12-08 植村 誠 Open shield method

Also Published As

Publication number Publication date
JPS5844587U (en) 1983-03-25

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