CN200958396Y - Composite netted waterproof layer - Google Patents
Composite netted waterproof layer Download PDFInfo
- Publication number
- CN200958396Y CN200958396Y CN 200620127893 CN200620127893U CN200958396Y CN 200958396 Y CN200958396 Y CN 200958396Y CN 200620127893 CN200620127893 CN 200620127893 CN 200620127893 U CN200620127893 U CN 200620127893U CN 200958396 Y CN200958396 Y CN 200958396Y
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- China
- Prior art keywords
- waterproof layer
- water pipe
- plate
- complex waterproof
- porous plate
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- 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 - Fee Related
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Abstract
The utility model relates to a network type composite waterproof layer, of which a cylindrical composite waterproof layer is formed of an arc perforated plate, and the external surface of a perforated plate is provided with an outer weep hole, and the inside surface of the perforated plate is provided with an inner weep hole. An outer weep hole is communicated with an outer suction pipe, which is arranged at the lower end of waterproof layer, through an outer water pipe, which is arranged in the perforated plate, and an inner weep hole is communicated with an inner suction pipe, which is arranged at the lower end of waterproof layer, through an inner water pipe, which is arranged in the perforated plate. By arranging a rubber bearing plate and a rubber shock-insulation plate in the utility model, the normal operation of the prestressed pipeline engineering can be ensured, and has the effects of vibration insulation and antivibration, as well as the anti displacement, anti deformation and anti impact performance can be promoted.
Description
Technical field
The utility model relates to a kind of network type complex waterproof layer.
Technical background
In the middle of the inside and outside layer of construction of underground structure, waterproofing course is set both at home and abroad at present and also belongs to blank.The design aspect of rivers Channel Engineering was striden in traffic engineering by China in recent years, had adopted external advanced shield structure technology, and Structural Engineering forms the round structure body with prefabricated section of jurisdiction butt joint, does not also design prestressing force internal layer engineering.The water delivery culvert of the long distance of hydraulic engineering, the engineering of being contracted by foreign corporation does not design the endothecium structure engineering yet.In order to satisfy the resistance to deformation of construction of underground structure, resist displacement, the needs of antidetonation satisfy the complicated especially requirement of engineering that inside and outside pressure is arranged of geologic structure, design a kind of rational in infrastructure, technology is advanced, easy construction, reliable network type complex waterproof layer are very important.
Summary of the invention
The purpose of this utility model is to provide a kind of and can in time discharges the water between outer engineering in section of jurisdiction and the prestress pipe engineering, satisfies resistance to deformation, the resist displacement of construction of underground structure, the network type complex waterproof layer of antidetonation needs.
The utility model adopts following technical scheme:
The utility model constitutes cylindric complex waterproof layer by the arc porous plate, the porous plate external surface is provided with the water hole of exosmosing, infiltration hole in the inner surface of porous plate is provided with, the water hole of exosmosing is connected by the outer suction water pipe that is arranged on the outer water pipe in the porous plate and be arranged on the waterproofing course lower end, and interior infiltration hole is connected by the interior suction water pipe that is arranged on the internal layer water pipe in the porous plate and is arranged on the waterproofing course lower end.
The utility model is provided with the porous plate that is built-in with afterburning steel plate in the lower end of complex waterproof layer.
The utility model is provided with the bearing plate that is built-in with afterburning steel plate in the lower end of complex waterproof layer.
The infiltration hole and the water hole of exosmosing are that the cross section is " V " font hole in the utility model.
Porous plate periphery described in the utility model is provided with the hydro-expansive rubber layer.
Outer suction water pipe described in the utility model and interior suction water pipe are arranged in the shock insulation plate of lower end of complex waterproof layer.
Side at shock insulation plate described in the utility model is provided with the outer overflow pipe of suction water pipe outside the connection and the interior overflow pipe that is connected with interior suction water pipe.
The utility model good effect is as follows:
Adopt the utility model to be provided with the rubber porous plate in " V " shape hole, and be provided with inside and outside layer water pipe, can discharge the ponding between outer tube chip architecture engineering and the internal layer prestress pipe engineering respectively, can reduce the pressure between the centre joint, can prolong the engineering life-span.
Adopt the utility model that the normal operation that rubber bearing plate, rubber vibration isolation plate can guarantee the prestress pipe engineering is set.The effect of shock insulation, antidetonation can be played, whole resist displacement, resistance to deformation, shock proof performance can also be improved.
Description of drawings
Accompanying drawing 1 is the utility model structural representation
Accompanying drawing 3 is the utility model perforated plate construction schematic diagram
Accompanying drawing 4 is the utility model porous plate side schematic view
Accompanying drawing 5 is the utility model load-bearing plate structure schematic diagram
Accompanying drawing 6 is the utility model bearing plate side schematic view
Accompanying drawing 7 is the built-in afterburning steel plate porous plate schematic diagram of the utility model
Accompanying drawing 8 is the porous plate side schematic view of the built-in afterburning steel plate of the utility model
Accompanying drawing 9 is the utility model shock insulation plate structural representation
Accompanying drawing 10 is the utility model user mode schematic diagram
In the accompanying drawings: 1 waterproofing course, 2 porous plates, 3 exosmose suction water pipes in the water hole, 4, interior infiltration hole, 5 outer water pipes, 6 internal layer water pipes, 7 hydro-expansive rubber layers, 8 shock insulation plates, 9 outer suction water pipes, 10,11 afterburning steel plates, 12 bearing plates, 13, afterburning steel plate, 14 outer overflow pipes, 15 interior overflow pipes, 16 outer gutters, 17 internal drainage pipes, 18 husky clays, 19 inserts, 20 sections of jurisdiction, 21 pipelines.
The specific embodiment
Shown in accompanying drawing 1,3,4,7,8,9,10, the utility model constitutes cylindric complex waterproof layer by rubber arc porous plate 2, porous plate 2 external surfaces are provided with the water hole 3 of exosmosing, infiltration hole 4 in the inner surface of porous plate 2 is provided with, the water hole 3 of exosmosing is connected by the outer suction water pipe 9 that is arranged on the outer water pipes 5 in the porous plate 2 and is arranged on the waterproofing course lower end, and interior infiltration hole 4 is connected by the interior suction water pipe 10 that is arranged on the internal layer water pipes 6 in the porous plate 2 and is arranged on the waterproofing course lower end.Be provided with the porous plate 2 that is built-in with afterburning steel plate 11 in the lower end of complex waterproof layer.Outer suction water pipe 9 and interior suction water pipe 10 are arranged in the shock insulation plate 8 of lower end of complex waterproof layer.A side of shock insulation plate 8 be provided be communicated with outside the outer overflow pipe 14 and the interior overflow pipe 15 of suction water pipe 9 and interior suction water pipe 10.Adopt the utility model in time to discharge the engineering infiltration between outer engineering in section of jurisdiction and the prestress pipe, can reduce the pressure between the centre joint, can prolong the engineering life-span, can in time discharge the infiltration of the engineering at prestressing force body shrinkage joint, prestress pipe is normally moved.The interior infiltration hole 4 and the water hole 3 of exosmosing are that the cross section is " V " font hole.
Shown in accompanying drawing 2,5,6, the utility model is provided with the rubber bearing plate 12 that is built-in with afterburning steel plate 11 in the lower end of complex waterproof layer, can play shock insulation, and the effect of antidetonation can also improve the body resist displacement, resistance to deformation, shock proof performance.
Shown in accompanying drawing 1,3,5, the utility model porous plate 2 peripheries are provided with hydro-expansive rubber layer 7.The porous plate butt joint that guarantees the waterproofing course assembling do not seep water, water-tight.
Shown in accompanying drawing 1,8, the utility model is provided with rubber vibration isolation plate 8 at the downside of waterproofing course, and suction water pipe 9, interior suction water pipe 10 can absorb the infiltration of hoop porous plate outside shock insulation plate 8 is built-in with, and can form multitube and conflux.
Shown in accompanying drawing 1,8,10, gutter 16, internal drainage pipe 17 outside the utility model is provided with on the bottom of waterproofing course, the junction of overflow pipe 14 and outer gutter 16, interior overflow pipe 15 and internal drainage pipe 17 is provided with damping device outside, can play the effect of shock insulation, antidetonation, can guarantee gutter 16 outside, internal drainage pipe 17 is during with the body displacement, the phenomenon that seeps water do not occur, assurance engineering ponding can in time be discharged.
Claims (7)
1, a kind of network type complex waterproof layer, it is characterized in that it constitutes cylindric complex waterproof layer by arc porous plate (2), porous plate (2) external surface is provided with the water hole of exosmosing (3), infiltration hole (4) in the inner surface of porous plate (2) is provided with, the water hole (3) of exosmosing is connected by the outer suction water pipe (9) that is arranged on the outer water pipe (5) in the porous plate (2) and is arranged on the waterproofing course lower end, and interior infiltration hole (4) is connected by the interior suction water pipe (10) that is arranged on the interior internal layer water pipe (6) of porous plate (2) and is arranged on the waterproofing course lower end.
2, a kind of network type complex waterproof layer according to claim 1 is characterized in that being provided with in the lower end of complex waterproof layer the porous plate (2) that is built-in with afterburning steel plate (11).
3, a kind of network type complex waterproof layer according to claim 1 is characterized in that being provided with in the lower end of complex waterproof layer the bearing plate (12) that is built-in with afterburning steel plate (11).
4, according to claim 1,2 or 3 described a kind of network type complex waterproof layers, infiltration hole (4) and the water hole of exosmosing (3) are that the cross section is " V " font hole in it is characterized in that.
5,, it is characterized in that described porous plate (2) periphery is provided with hydro-expansive rubber layer (7) according to claim 1,2 or 3 described a kind of network type complex waterproof layers.
6, according to claim 1,2 or 3 described a kind of network type complex waterproof layers, it is characterized in that described outer suction water pipe (9) and interior suction water pipe (10), be arranged in the shock insulation plate (8) of the lower end of complex waterproof layer.
7,, it is characterized in that a described side at shock insulation plate (8) is provided with the outer overflow pipe (14) of suction water pipe (9) outside the connection and the interior overflow pipe (15) that is connected with interior suction water pipe (10) according to claim 1,2 or 3 described a kind of network type complex waterproof layers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620127893 CN200958396Y (en) | 2006-10-16 | 2006-10-16 | Composite netted waterproof layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620127893 CN200958396Y (en) | 2006-10-16 | 2006-10-16 | Composite netted waterproof layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200958396Y true CN200958396Y (en) | 2007-10-10 |
Family
ID=38785276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620127893 Expired - Fee Related CN200958396Y (en) | 2006-10-16 | 2006-10-16 | Composite netted waterproof layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200958396Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103270246A (en) * | 2010-12-07 | 2013-08-28 | 韩国建设技术硏究院 | Drain system of shield tunnel lining and method for constructing shield tunnel using same |
| CN110056002A (en) * | 2018-01-19 | 2019-07-26 | 东北大学 | Flashing member and its installation method at a kind of pipe gallery segment joint |
-
2006
- 2006-10-16 CN CN 200620127893 patent/CN200958396Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103270246A (en) * | 2010-12-07 | 2013-08-28 | 韩国建设技术硏究院 | Drain system of shield tunnel lining and method for constructing shield tunnel using same |
| CN103270246B (en) * | 2010-12-07 | 2015-06-24 | 韩国建设技术硏究院 | Drain system of shield tunnel lining and method for constructing shield tunnel using same |
| CN110056002A (en) * | 2018-01-19 | 2019-07-26 | 东北大学 | Flashing member and its installation method at a kind of pipe gallery segment joint |
| CN110056002B (en) * | 2018-01-19 | 2020-12-25 | 东北大学 | Waterproof component at joint of pipe pieces of comprehensive pipe gallery and mounting method of waterproof component |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20071010 Termination date: 20111016 |