CN202769112U - Double sealed water stop interface for steel bell end reinforced concrete pipelines - Google Patents
Double sealed water stop interface for steel bell end reinforced concrete pipelines Download PDFInfo
- Publication number
- CN202769112U CN202769112U CN 201220432859 CN201220432859U CN202769112U CN 202769112 U CN202769112 U CN 202769112U CN 201220432859 CN201220432859 CN 201220432859 CN 201220432859 U CN201220432859 U CN 201220432859U CN 202769112 U CN202769112 U CN 202769112U
- Authority
- CN
- China
- Prior art keywords
- steel
- reinforced concrete
- sealing
- ring
- bell mouth
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 52
- 239000010959 steel Substances 0.000 title claims abstract description 52
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 30
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title abstract 3
- 238000007789 sealing Methods 0.000 claims abstract description 52
- 230000001808 coupling Effects 0.000 claims description 7
- 238000010168 coupling process Methods 0.000 claims description 7
- 238000005859 coupling reaction Methods 0.000 claims description 7
- 241001465382 Physalis alkekengi Species 0.000 abstract 1
- 239000004576 sand Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000003566 sealing material Substances 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Abstract
The utility model relates to a double sealed water stop interface for steel bell end reinforced concrete pipelines. The interface is mainly installed in a socket and a bell end at the end portions of two adjacent pipes. A bell end steel lantern ring with a guide slope is buried at the bell end, and a socket steel ring with two annular grooves formed by two thrust collars is buried at the socket. Annular sealing rings are inlayed inside the two annular grooves, and the middle of the two annular grooves is provided with a pressure testing hole. The double sealed water stop interface resolves the technical problem of the sealing-up failure of annular sealing rings and pipeline leakage caused by the uneven pressure-bearing of the annular sealing rings in the steel bell end reinforced concrete pipelines and even a land subsidence caused by the sand outside the pipelines flooding into the pipelines in the prior art.
Description
Technical field
The utility model relates to the design and construction technical field of reinforced concrete pipiline joint waterproofing, particularly a kind of steel bell mouth reinforced concrete pipe road double-sealing sealing interface.
Background technique
In the municipal engineering construction project, the application of steel bell mouth reinforced concrete pipe is quite general, but in numerous construction project, cause because of various reasons the pipeline uneven settlement and cause the inhomogeneous pressurized of O-ring seal of steel bell mouth reinforced concrete pipe interface, thereby cause the O-ring seal sealing to lose efficacy, cause thus pipe leakage, even the outer silt particle of pipeline is poured into pipeline and is caused surface subsidence.
The model utility content
The purpose of this utility model is to provide a kind of steel bell mouth reinforced concrete pipe road double-sealing sealing interface, causes outside the inefficacy of O-ring seal sealing, pipe leakage even the pipeline silt particle to pour into pipeline with the inhomogeneous pressurized of O-ring seal that solves steel bell mouth reinforced concrete pipe interface in the prior art and causes the technical problem such as surface subsidence.
In order to address the above problem, the utility model provides a kind of steel bell mouth reinforced concrete pipe road double-sealing sealing interface, mainly be arranged on the socket and bellmouth of two adjacent tube coupling ends, bury the bellmouth steel collar on band guiding slope underground at described bellmouth, bury the socket steel ring of being with the bipassage ring connected in star that is formed by twice retaining ring underground at described socket, in described annular groove, inlay O-ring seal, and, the pressure testing hole also is set in the middle of described two annular grooves.
According to the described steel bell mouth reinforced concrete pipe of the application's preferred embodiment road double-sealing sealing interface, described annular groove is formed by described retaining ring, and described retaining ring embeds described jack surfaces.
According to the described steel bell mouth reinforced concrete pipe of the application's preferred embodiment road double-sealing sealing interface, the bellmouth steel collar longitudinal plane on described band guiding slope is in-line, and cross section is circular, and integral body is cylindrical shape.
According to the described steel bell mouth reinforced concrete pipe of the application's preferred embodiment road double-sealing sealing interface, described socket steel ring longitudinal plane with the bipassage ring connected in star is F shape, and the transverse section is circular, and integral body is cylindrical shape.
According to the described steel bell mouth reinforced concrete pipe of the application's preferred embodiment road double-sealing sealing interface, in the middle of described two annular grooves two pressure testing holes are set, these two pressure testing holes are along same axis arranged.
According to the described steel bell mouth reinforced concrete pipe of the application's preferred embodiment road double-sealing sealing interface, described bellmouth steel collar and retaining ring are the steel prefabricated component.
According to the described steel bell mouth reinforced concrete pipe of the application's preferred embodiment road double-sealing sealing interface, described O-ring seal is the wedge-shaped rubber seal ring.
According to the described steel bell mouth reinforced concrete pipe of the application's preferred embodiment road double-sealing sealing interface, described socket inner end arranges the mud jacking hole.
Compared with prior art, there is following technique effect in the utility model:
The utility model discloses a kind of steel bell mouth reinforced concrete pipe road double-sealing sealing interface, has following obvious technical characterstic: 1, dwindle retaining ring and bellmouth steel collar gap by twice wedge-shaped rubber seal ring is set, to reduce the inhomogeneous pressurized of rubber seal, improve the water-proof performance of pipe coupling; 2, the mode that hydraulic test of pipeline can be improved in the pressure testing hole is set in the middle of the twice rubber seal, and can when the rubber ring performance reduces, cuts off joint infiltration path, the working life of improving joint by pressure testing hole pressure injection water-proofing material; 3, the retaining ring slightly embeds jack surfaces, can strengthen the stability of retaining ring.
Description of drawings
Fig. 1 is the structural representation one of a kind of steel bell mouth reinforced concrete pipe of the utility model road double-sealing sealing interface;
Fig. 2 is the structural representation two of a kind of steel bell mouth reinforced concrete pipe of the utility model road double-sealing sealing interface.
Embodiment
Below in conjunction with accompanying drawing, described in detail.
Please refer to Fig. 1, a kind of steel bell mouth reinforced concrete pipe road double-sealing sealing interface, mainly be arranged on the socket and bellmouth of two adjacent tube coupling ends, bury the bellmouth steel collar 1 on band guiding slope 5 underground at the bellmouth of tube coupling end, in the present embodiment, this bellmouth steel collar 1 longitudinal plane is in-line, and cross section is circular, and integral body is cylindrical shape; Bury socket steel ring 2 with bipassage ring connected in star 6 underground at the socket of tube coupling end, in the present embodiment, socket steel ring 2 longitudinal planes are F shape, and the transverse section is circular, and integral body is cylindrical shape, and respectively inlays an O-ring seal 4 in the bipassage ring connected in star 6; In the middle of two annular grooves 6 pressure testing hole 3 is set also, the utility model does not limit the number in pressure testing hole 3, in the present embodiment, in the middle of two annular grooves 6 two pressure testing holes 3 is set, and these two pressure testing holes 3 are along same axis arranged.Pressure testing hole 3 is arranged in the middle of the twice O-ring seal 4, can carry out the test of joint water-pressure sealed after pipeline is installed, and also can carry out secondary seal by pressure testing hole 3 pressure injection sealing materials to pipe joint when use and maintenance.
In the present embodiment, annular groove 6 is formed by the retaining ring, and the retaining ring embeds jack surfaces, and in the present embodiment, the retaining ring slightly embeds jack surfaces, can strengthen the stability of retaining ring.
In the present embodiment, O-ring seal 4 is the wedge-shaped rubber seal ring, dwindles retaining ring and steel collar gap by twice wedge-shaped rubber seal ring is set, and to reduce the inhomogeneous pressurized of rubber ring, improves the water-proof performance of pipe coupling.
In the present embodiment, bellmouth steel collar 1 and retaining ring are the steel prefabricated component, can improve precision by accurately machined mode, reduce the gap between bellmouth and the socket, thereby reduce the differential settlement in 2-section pipe road, reduce the inhomogeneous pressurized of O-ring seal 4, thereby reach the effect that improves water-proof performance.
In the present embodiment, paste expanded rubber bar 7 in bellmouth steel collar 1 inboard, expanded rubber bar 7 both sides are provided with reinforcing bar back-up ring 8, and are inboard at bellmouth, along guiding slope 5 multilayer composite sheet or deal board 11 are set, and fixing with sealing compound 9.One end in pressure testing hole 3 is arranged in the middle of the twice O-ring seal 4, can push down sealing material by pressure testing hole 3 pipe joint is carried out secondary seal, and the other end in pressure testing hole 3 after finishing adds foreign side's pipe plug 10.Please refer to Fig. 2, at the socket inner end mud jacking hole 12 is set, by mud jacking hole 12 pressure injection lubricated slurries or carry out mud displacement, the other end in mud jacking hole 12 after finishing adds foreign side's pipe plug.
More than disclosed only be the application's a specific embodiment, but the application is not limited thereto, the changes that any person skilled in the art can think of all should drop in the application's the protection domain.
Claims (8)
1. steel bell mouth reinforced concrete pipe road double-sealing sealing interface, mainly be arranged on the socket and bellmouth of two adjacent tube coupling ends, it is characterized in that, bury the bellmouth steel collar on band guiding slope underground at described bellmouth, bury the socket steel ring of being with the bipassage ring connected in star that is formed by twice retaining ring underground at described socket, in described annular groove, inlay O-ring seal, and, the pressure testing hole also is set in the middle of described two annular grooves.
2. steel bell mouth reinforced concrete pipe as claimed in claim 1 road double-sealing sealing interface is characterized in that described annular groove is formed by described retaining ring, and described retaining ring embeds described jack surfaces.
3. steel bell mouth reinforced concrete pipe as claimed in claim 1 road double-sealing sealing interface is characterized in that, the bellmouth steel collar longitudinal plane on described band guiding slope is in-line, and cross section be circle, and integral body is cylindrical shape.
4. steel bell mouth reinforced concrete pipe as claimed in claim 2 road double-sealing sealing interface is characterized in that described socket steel ring longitudinal plane with the bipassage ring connected in star is F shape, and the transverse section is circular, and integral body is cylindrical shape.
5. steel bell mouth reinforced concrete pipe as claimed in claim 1 road double-sealing sealing interface is characterized in that, in the middle of described two annular grooves two pressure testing holes is set, and these two pressure testing holes are along same axis arranged.
6. steel bell mouth reinforced concrete pipe as claimed in claim 2 road double-sealing sealing interface is characterized in that described bellmouth steel collar and retaining ring are the steel prefabricated component.
7. steel bell mouth reinforced concrete pipe as claimed in claim 1 road double-sealing sealing interface is characterized in that described O-ring seal is the wedge-shaped rubber seal ring.
8. steel bell mouth reinforced concrete pipe as claimed in claim 1 road double-sealing sealing interface is characterized in that described socket inner end arranges the mud jacking hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220432859 CN202769112U (en) | 2012-08-29 | 2012-08-29 | Double sealed water stop interface for steel bell end reinforced concrete pipelines |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220432859 CN202769112U (en) | 2012-08-29 | 2012-08-29 | Double sealed water stop interface for steel bell end reinforced concrete pipelines |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202769112U true CN202769112U (en) | 2013-03-06 |
Family
ID=47775687
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220432859 Expired - Lifetime CN202769112U (en) | 2012-08-29 | 2012-08-29 | Double sealed water stop interface for steel bell end reinforced concrete pipelines |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202769112U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105299332A (en) * | 2015-11-10 | 2016-02-03 | 上海万朗管业有限公司 | All-steel sealing connector of large-caliber reinforced concrete top pipe |
| CN105299315A (en) * | 2015-11-10 | 2016-02-03 | 上海万朗管业有限公司 | Jacket device of prestress steel cylinder reinforced concrete top pipe connector |
| CN109487813A (en) * | 2018-09-12 | 2019-03-19 | 中建三局集团有限公司 | A kind of integrated prefabricated tube coupling and its construction method of pipe gallery street crossing push pipe |
-
2012
- 2012-08-29 CN CN 201220432859 patent/CN202769112U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105299332A (en) * | 2015-11-10 | 2016-02-03 | 上海万朗管业有限公司 | All-steel sealing connector of large-caliber reinforced concrete top pipe |
| CN105299315A (en) * | 2015-11-10 | 2016-02-03 | 上海万朗管业有限公司 | Jacket device of prestress steel cylinder reinforced concrete top pipe connector |
| CN105299315B (en) * | 2015-11-10 | 2017-07-07 | 上海万朗管业有限公司 | A kind of sheath device of pre-stress steel cylinder RC pipejacking interface |
| CN109487813A (en) * | 2018-09-12 | 2019-03-19 | 中建三局集团有限公司 | A kind of integrated prefabricated tube coupling and its construction method of pipe gallery street crossing push pipe |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| CX01 | Expiry of patent term |
Granted publication date: 20130306 |