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
Links
- 239000013013 elastic material Substances 0.000 claims description 2
- 238000005452 bending Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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)
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.
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)
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)
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 |
-
1981
- 1981-09-18 JP JP13838381U patent/JPS5844587U/en active Granted
Cited By (3)
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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