CN220166572U - Durable anti-leakage pavement structure - Google Patents
Durable anti-leakage pavement structure Download PDFInfo
- Publication number
- CN220166572U CN220166572U CN202321741673.3U CN202321741673U CN220166572U CN 220166572 U CN220166572 U CN 220166572U CN 202321741673 U CN202321741673 U CN 202321741673U CN 220166572 U CN220166572 U CN 220166572U
- Authority
- CN
- China
- Prior art keywords
- durable
- pavement structure
- leak
- plate
- steel plate
- 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.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 21
- 230000000149 penetrating effect Effects 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 39
- 239000010959 steel Substances 0.000 claims description 39
- 230000035939 shock Effects 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 238000005336 cracking Methods 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 3
- 230000006978 adaptation Effects 0.000 claims description 2
- 238000013016 damping Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 5
- 230000008595 infiltration Effects 0.000 description 6
- 238000001764 infiltration Methods 0.000 description 6
- 239000012466 permeate Substances 0.000 description 4
- 230000008093 supporting effect Effects 0.000 description 3
- 229920000049 Carbon (fiber) Polymers 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 2
- 239000004917 carbon fiber Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a durable anti-seepage pavement structure, which relates to the technical field of pavement construction and solves the problem of poor anti-seepage effect of the existing pavement. In rainy days, rainwater can enter the water guide pipe through the penetrating plate, and finally the water guide pipe is discharged into the drain pipe, so that the anti-seepage performance of the pavement is improved, and the influence of water seepage on the pavement foundation is reduced.
Description
Technical Field
The utility model relates to the field of pavement construction, in particular to a durable anti-seepage pavement structure.
Background
Along with the rapid development of economy and continuous progress of science and technology, the pace of road engineering construction is greatly advancing. In order to better meet the travel demands of people, higher requirements are put forward on the use performance of the road.
In the process of realizing the utility model, the inventor finds that at least the following problems exist in the technology, the existing pavement has poor anti-seepage effect, and in rainy days, rainwater is easy to gather below the pavement and has a certain influence on the foundation of the pavement, so that the durable anti-seepage pavement structure is proposed.
Disclosure of Invention
In order to solve the problem of poor anti-seepage effect of some existing pavements, the utility model provides a durable anti-seepage pavement structure.
The utility model provides a durable anti-seepage pavement structure, which adopts the following technical scheme:
the durable anti-seepage pavement structure comprises a steel bar net arranged in the ground, wherein broken stone blocks are arranged in the steel bar net, and a concrete layer is arranged at the top of the steel bar net;
the bottom of reinforcing bar net is provided with buffer and aqueduct in the interval around, the both ends of aqueduct all are connected with the drain pipe, the surface of aqueduct is provided with the permeate plate near one side of reinforcing bar net.
Through adopting above-mentioned technical scheme, during rainy day, rainwater accessible infiltration board enters into the inside of aqueduct, and the inside of aqueduct row is gone into to the drain pipe again at last to improve the antiseep performance on road surface, reduce the influence of infiltration to the road surface ground.
Optionally, a first steel plate is fixedly arranged at the bottom of the buffer device.
Through adopting above-mentioned technical scheme, shear force resistance and yield strength are great for first steel sheet, have better supporting effect, reducible foundation subsidence, can also prevent water infiltration in the ground to cause the impact to foundation strength simultaneously.
Optionally, an anti-cracking layer is arranged on the top of the concrete layer.
By adopting the technical scheme, the anti-cracking layer can increase the firmness of the concrete layer and reduce the occurrence of cracks on the concrete layer.
Optionally, the buffer device includes rubber sleeve, rubber shock pad and second steel sheet have been set gradually to rubber sleeve's inner wall.
Through adopting above-mentioned technical scheme, rubber shock pad and second steel sheet can cooperate the load that reduces the road surface and receive, extension road surface's life.
Optionally, a damping plate is fixedly installed at the bottom of the first steel plate.
Through adopting above-mentioned technical scheme, shock attenuation board accessible self deformation reduces the vibrations that the ground received, can resume the original state fast after deformation, continues to support superstructure, and the antidetonation effect is good.
Optionally, a drain hole is formed in the top of the drain pipe.
Through adopting above-mentioned technical scheme, when rainy day, the inside of drain pipe is entered into to the water accessible wash port of concrete layer top, reduces the accumulation time of rainwater in concrete layer top, has improved the prevention of seepage of road surface and has passed through the performance.
Optionally, a fixture block is fixedly installed at the bottom of the second steel plate, and a clamping groove matched with the fixture block is formed in the top of the first steel plate.
Through adopting above-mentioned technical scheme, fixture block and draw-in groove multiplicable second steel sheet and the area of contact of first steel sheet, make the fixed more firm between first steel sheet and the second steel sheet.
Optionally, a plurality of inserted bars are arranged at intervals at the bottom of the first steel plate, and the inserted bars penetrate to the outside of the shock absorbing plate.
Through adopting above-mentioned technical scheme, the inserted bar can make the fixed more firm between first steel sheet and the ground.
In summary, the utility model has the following beneficial effects:
according to the utility model, in rainy days, rainwater can enter the water guide pipe through the penetrating plate, and finally the water guide pipe is discharged into the drain pipe, so that the anti-seepage performance of a road surface is improved, and the influence of water seepage on a road surface foundation is reduced.
Drawings
Fig. 1 is a schematic cross-sectional elevation view of the present utility model.
FIG. 2 is a schematic cross-sectional view of a water conduit according to the present utility model.
FIG. 3 is a schematic cross-sectional view of a cushioning device of the present utility model.
Reference numerals illustrate:
1. a reinforcing mesh; 2. a concrete layer; 3. a buffer device; 301. a rubber sleeve; 302. rubber shock pad; 303. a second steel plate; 4. a water conduit; 5. a drain pipe; 7. a permeate plate; 8. a first steel plate; 9. an anti-cracking layer; 10. a shock absorbing plate; 11. a drain hole; 12. a clamping block; 13. and a plunger.
Detailed Description
The utility model is described in further detail below with reference to fig. 1-3.
Referring to fig. 1, the durable anti-leakage pavement structure comprises a reinforcing mesh 1 arranged in the ground, wherein broken stone blocks are arranged in the reinforcing mesh 1, a concrete layer 2 is arranged at the top of the reinforcing mesh 1, an anti-cracking layer 9 is arranged at the top of the concrete layer 2, the anti-cracking layer 9 is carbon fiber cloth, and the carbon fiber cloth has the functions of reinforcing members or structures and improving stress performance, so that the original structural stress can be reduced, and cracks can be reduced.
Referring to fig. 1, a concrete layer 2 is formed by pouring concrete slurry obtained by stirring 730 cement on a structural surface and paving a concrete road layer with the thickness of 20 cm, and the concrete layer 2 has low manufacturing cost and small construction difficulty and can be used for construction of most construction units.
Referring to fig. 1 and 2, a buffer device 3 and a water guide pipe 4 are arranged at intervals in front of and behind the bottom of the reinforcement mesh 1, a permeable plate 7 is arranged on one side of the outer surface of the water guide pipe 4, which is close to the reinforcement mesh 1, the permeable plate 7 is a polyethylene plastic plate, fine small holes are formed in the polyethylene plastic plate, and rainwater can permeate into the water guide pipe 4 while supporting the ground. The drain pipe 5 is connected with all the both ends of water pipe 4, and wash port 11 has been seted up at the top of drain pipe 5, and in rainy day, the inside of drain pipe 5 is entered into to the water accessible wash port 11 of concrete layer 2 top, reduces the accumulation time of rainwater in concrete layer 2 top, has improved the prevention of seepage performance on road surface.
Referring to fig. 1, a first steel plate 8 is fixedly arranged at the bottom of the buffer device 3, and the first steel plate 8 has high shear resistance and yield strength, good supporting effect, reduced foundation subsidence, and capability of preventing impact on foundation strength caused by water infiltration in the ground. The shock-absorbing plate 10 is fixedly arranged at the bottom of the first steel plate 8, the shock-absorbing plate 10 can reduce the shock received by the foundation through self deformation, the foundation can be quickly restored after deformation, the superstructure is continuously supported, and the shock-absorbing effect is excellent. The bottom interval of first steel sheet 8 is provided with a plurality of inserted bars 13, and inserted bar 13 runs through to the outside of shock attenuation board 10, and fixed between first steel sheet 8 and the ground can be more firm to inserted bar 13.
Referring to fig. 1 and 3, the buffer device 3 includes a rubber sleeve 301, the inner wall of the rubber sleeve 301 is sequentially provided with a rubber shock pad 302 and a second steel plate 303, in this embodiment, the rubber shock pad 302 and the second steel plate 303 are provided with two groups, the same group of rubber shock pad 302 and second steel plate 303 are sequentially arranged from top to bottom, and the rubber shock pad 302 and the second steel plate 303 can be matched to reduce the load borne by the road surface, so as to prolong the service life of the road surface. The bottom fixed mounting of second steel sheet 303 has fixture block 12, and the draw-in groove with fixture block 12 looks adaptation is seted up at the top of first steel sheet 8, and fixture block 12 and draw-in groove can increase the area of contact of second steel sheet 303 and first steel sheet 8, make the fixed between first steel sheet 8 and the second steel sheet 303 more firm.
The implementation principle of the utility model is as follows: in rainy days, rainwater can permeate concrete layer 2 and reinforcing bar net 1 below, later enter into the inside of aqueduct 4 through infiltration board 7, and aqueduct 4 discharges the inside of drain pipe 5 again at last to improve the antiseep performance on road surface, reduce the influence of infiltration to the road surface ground.
The above embodiments are not intended to limit the scope of the present utility model, so: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.
Claims (8)
1. Durable antiseep road surface structure, including setting up reinforcing bar net (1) in ground, its characterized in that: the stone blocks are arranged in the reinforcing mesh (1), and a concrete layer (2) is arranged at the top of the reinforcing mesh (1);
the water draining device is characterized in that a buffer device (3) and a water guiding pipe (4) are arranged at the front and back of the bottom of the reinforcing mesh (1) at intervals, two ends of the water guiding pipe (4) are connected with a water draining pipe (5), and a penetrating plate (7) is arranged on one side, close to the reinforcing mesh (1), of the outer surface of the water guiding pipe (4).
2. The durable, leak-proof pavement structure of claim 1, wherein: the bottom of the buffer device (3) is fixedly provided with a first steel plate (8).
3. The durable, leak-proof pavement structure of claim 1, wherein: the top of the concrete layer (2) is provided with an anti-cracking layer (9).
4. The durable, leak-proof pavement structure of claim 2, wherein: the buffer device (3) comprises a rubber sleeve (301), and a rubber shock pad (302) and a second steel plate (303) are sequentially arranged on the inner wall of the rubber sleeve (301).
5. The durable, leak-proof pavement structure of claim 4, wherein: the bottom of the first steel plate (8) is fixedly provided with a damping plate (10).
6. The durable, leak-proof pavement structure of claim 1, wherein: a drain hole (11) is formed in the top of the drain pipe (5).
7. The durable, leak-proof pavement structure of claim 5, wherein: the bottom of second steel sheet (303) fixed mounting has fixture block (12), the top of first steel sheet (8) seted up with fixture block (12) looks adaptation draw-in groove.
8. The durable, leak-proof pavement structure of claim 5, wherein: a plurality of inserting rods (13) are arranged at intervals at the bottom of the first steel plate (8), and the inserting rods (13) penetrate to the outside of the shock absorbing plate (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321741673.3U CN220166572U (en) | 2023-07-04 | 2023-07-04 | Durable anti-leakage pavement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321741673.3U CN220166572U (en) | 2023-07-04 | 2023-07-04 | Durable anti-leakage pavement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220166572U true CN220166572U (en) | 2023-12-12 |
Family
ID=89059391
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321741673.3U Active CN220166572U (en) | 2023-07-04 | 2023-07-04 | Durable anti-leakage pavement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220166572U (en) |
-
2023
- 2023-07-04 CN CN202321741673.3U patent/CN220166572U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210766223U (en) | Roadbed structure capable of preventing settlement during drainage | |
| CN212670144U (en) | Composite retaining structure and retaining system next to existing track roadbed | |
| CN220166572U (en) | Durable anti-leakage pavement structure | |
| CN210766195U (en) | Anti-uplift and anti-separation type pile plate structure of high-speed railway | |
| CN211815297U (en) | Permeable asphalt pavement | |
| CN212896292U (en) | Foundation collapse prevention supporting structure | |
| CN212427207U (en) | Anti-seepage deformation underground pipe gallery | |
| CN210780020U (en) | Integrated railway cable trough structure | |
| CN210946875U (en) | Supporting retaining wall convenient for drainage | |
| CN217479875U (en) | Reinforced roadbed and pavement with geotechnical permeable pipes inside | |
| CN219568748U (en) | Water seepage drainage structure device for hydraulic asphalt concrete panel | |
| CN219385857U (en) | Anti-cracking asphalt road structure | |
| CN106758782B (en) | Structure capable of reducing horizontal acting force at end part of bridge abutment butt strap | |
| CN220364820U (en) | Reinforced pavement structure | |
| CN215210290U (en) | Concrete antidetonation is from waterproof construction | |
| CN219772685U (en) | Bridge abutment structure for bridge construction | |
| CN212247717U (en) | High-fill anti-settlement roadbed structure | |
| CN217948634U (en) | Ling river type road subgrade | |
| CN217922883U (en) | A device that permeates water for sponge city | |
| CN112878140B (en) | Water-permeable municipal road and construction method thereof | |
| CN219930852U (en) | River course side slope protective structure | |
| CN220433311U (en) | Anti-sedimentation roadbed | |
| CN220013712U (en) | Shock attenuation curb stake sheet wall reinforced structure | |
| CN217174217U (en) | Town road roadbed structure | |
| CN213681534U (en) | Roadbed with drainage structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |