CN205276090U - Permeable ground surface structure - Google Patents
Permeable ground surface structure Download PDFInfo
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- CN205276090U CN205276090U CN201521019650.7U CN201521019650U CN205276090U CN 205276090 U CN205276090 U CN 205276090U CN 201521019650 U CN201521019650 U CN 201521019650U CN 205276090 U CN205276090 U CN 205276090U
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- ground surface
- permeable
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- pervious surface
- surface structure
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Abstract
The utility model relates to a ground installation specifically provides a permeable ground surface structure, the hole that permeates water that aims at solving permeable pavement can't resume after by the blockage and make that the road rate of permeating water reduces by a wide margin, the road surface lays or is laid and leaded to permeating water the road and cross lowly and problem that road surface toughness is not enough for ordinary road bearing capacity by a plurality of pieces that permeate water by the seepy material is whole. Mesh for this reason, permeable ground surface structure includes the regional and permeable ground surface region of permeable ground surface, and the permeable ground surface region is not connected and compare the regional height of permeable ground surface with permeable ground surface is regional for hydroenergy enough never permeable ground surface region flows the permeable ground surface region, and the permeable ground surface regional setting has at least one waterproof braced frame and inlays a plurality of pieces that permeate water of establishing in braced frame. Because the structure is used, the utility model discloses can permeate water road bearing capacity and road surface toughness that the mode of piece solved the problem of the void plugging of permeating water, whole permeable ground surface structure with the change passes through the surface phase with ordinary non - and works as.
Description
Technical field
The utility model relates to surface facility, a kind of pervious surface structure of concrete offer.
Background technology
Along with the development of economy and the quickening of urban construction paces, many cities and towns progressively instead of greenery patches originally with reinforced concrete building, large foundation facility and various waterproof place. The ground in the walkway of China most cities, cycle track, suburb road, open parking ground, garden and lane, street and public square etc., all liking selecting by traditional materials such as neatly beautiful stone slab or cement is main hard surface. This makes most of earth's surface in modern city be hardened ground to be covered, and these impervious materialss destroy the natural permeability on ground thus caused a series of ecological problem, form " the artificial desert " on ecology. Ground water table sharply being declined, earth's surface disruption of ecological balance, urban flooding spreads unchecked, and environmental problem is more and more serious. Therefore, building permeable road, maintaining original natural, ecological to greatest extent has become many cities problem demanding prompt solution. The construction of permeable road can improve the utilization ratio of rainfall resource, improves road walking comfort and the security of rainy day, also meets the construction safe environment protection type of country's proposition, the requirement of conservation-minded society.
But, also there are some shortcomings being difficult to overcome in existing permeable road. Such as, along with the permeable hole of the increase porous pavement of duration of service cannot recover after getting clogged, the permeability rate of permeable road is significantly reduced, and road surface is laid by permeable material entirety or is laid by multiple permeable piece, cause permeable road too low relative to ordinary road supporting capacity and road surface toughness is not enough, easily embrittlement (when the huge centrifugal force that such as vehicle is turned is delivered on road surface) when standing the load that some increase suddenly.
Therefore, the permeable hole that this area needs a kind of new pervious surface structure to solve porous pavement cannot recover and make the permeability rate much slower of permeable road, road surface be laid by permeable material entirety or be laid by multiple permeable piece and make permeable road capacity too low and the problem of road surface toughness deficiency after getting clogged.
Summary of the invention
The permeable hole that the utility model is intended to solve porous pavement of the prior art cannot recover after getting clogged and make that the permeability rate of permeable road significantly reduces, road surface is laid by permeable material entirety or laid by multiple permeable piece and causes permeable road too low relative to ordinary road supporting capacity and the problem of road surface toughness deficiency. Object for this reason, the utility model provides a kind of pervious surface structure, described pervious surface structure comprises at least one waterproof ground region and at least one pervious surface region, described waterproof ground region and described pervious surface joint area, and described waterproof ground region is higher than described pervious surface region, making water can flow to described pervious surface region from described waterproof ground region, described pervious surface region is provided with at least one waterproof support frame and multiple permeable piece that is embedded in described support frame.
In the preferred implementation of above-mentioned pervious surface structure, the height of described permeable piece and described waterproof support frame are flat together or lower than described waterproof support frame.
In the preferred implementation of above-mentioned pervious surface structure, described permeable piece being provided with the first groove, instrument or hand can be stretched in described first groove thus take out described permeable piece from described waterproof support frame by operator.
In the preferred implementation of above-mentioned pervious surface structure, described waterproof support frame is provided with the 2nd groove in the position near described permeable piece, and instrument or hand can be stretched in described 2nd groove thus take out described permeable piece from described waterproof support frame by operator.
In the preferred implementation of above-mentioned pervious surface structure, described waterproof support frame is made up of rigid material.
In the preferred implementation of above-mentioned pervious surface structure, described waterproof support frame is become by cast iron monoblock casting.
In the preferred implementation of above-mentioned pervious surface structure, the upper surface of described waterproof support frame is provided with anti-skid design.
In the preferred implementation of above-mentioned pervious surface structure, it is made up of pervious concrete and filamentary material for described permeable piece.
In the preferred implementation of above-mentioned pervious surface structure, described filamentary material is monfil.
Waterproof ground region and pervious surface region is comprised and pervious surface region is provided with waterproof support frame and multiple permeable piece that is embedded in support frame due to pervious surface structure of the present utility model, the permeable hole of porous pavement of the present utility model not easily gets clogged and can to change the permeability rate making pervious surface structure keep higher in the way of in the of permeable piece after getting clogged, waterproof ground region does not use pervious concrete and in pervious surface region permeable piece be embedded in waterproof support frame, make road capacity and the road surface toughness of pervious surface structure suitable with common non-ground, thus make what difference its work-ing life does not have compared with common non-pervious surface, and also can not easy embrittlement as pervious surface structure of the prior art when standing some load increased suddenly (when the huge centrifugal force that such as vehicle is turned is delivered on road surface). adopt said structure also to realize following Advantageous Effects further: the permeable piece of supporting capacity changing convenient, pervious surface structure and road surface toughness can match in excellence or beauty with ordinary road, the intensity in pervious surface region meets or exceeds waterproof ground region, a non-skid property good and permeable piece seepage velocity in pervious surface region exceedes common permeable material and cost lower than common permeable material.
Accompanying drawing explanation
Fig. 1 is the schematic diagram according to pervious surface structure of the present utility model.
Fig. 2 takes out the cross-sectional schematic of permeable piece by first kind of way.
Fig. 3 takes out the cross-sectional schematic of permeable piece by the 2nd kind of mode.
Embodiment
Fig. 1 is the schematic diagram according to pervious surface structure of the present utility model. As shown in Figure 1, pervious surface structure 1 comprises at least one waterproof ground region 11 and at least one pervious surface region 12. Waterproof ground region 11 is connected with pervious surface region 12 and higher than pervious surface region 12, to enable water never flow to pervious surface region 12 in pervious surface region 11. Pervious surface region 12 be provided with at least one waterproof support frame 121 and be embedded in support frame 121 multiple permeable piece 122. The water flowing to pervious surface region 12 penetrates into below pervious surface structure 1 via permeable piece 122.
Fig. 2 takes out the cross-sectional schematic of permeable piece by first kind of way. As shown in Figure 2, permeable piece 122 being provided with the first groove, instrument 2 or hand can be stretched in described first groove by operator, thus taken out from waterproof support frame 121 in permeable piece 122 direction along illustrated arrow L.
Fig. 3 takes out the cross-sectional schematic of permeable piece by the 2nd kind of mode. As shown in Figure 3, waterproof support frame 121 is provided with the 2nd groove in the position (specifically outside) near permeable piece 122, instrument 3 or hand can be stretched in described 2nd groove by operator, thus taken out from waterproof support frame 121 in permeable piece 122 direction along illustrated arrow L.
Because pervious surface structure 1 of the present utility model is provided with the first groove shown in Fig. 2 and/or the 2nd groove shown in Fig. 3, thus can be convenient when any one permeable hole of permeable piece 122 blocks change this permeable piece 122. Preferably, the height of permeable piece 122 and waterproof support frame 121 are put down together or lower than this support frame 121, the water that never pervious surface region 11 is flow through so just can be made to flow on permeable piece 122 further, penetrate into underground eventually through permeable piece 122. Preferably, waterproof support frame 121 is made up of rigid material, so that the intensity in whole pervious surface region 12 is equivalent to or exceedes the intensity of waterproof ground region 11, so that the supporting capacity of whole pervious surface structure 1 and road surface toughness can reach the level of ordinary road. Further preferably, waterproof support frame 121 is become by cast iron monoblock casting, and cast iron is superpower and famous with resistance to compression ability in machinery industry, thus further improves the intensity in pervious surface region 12. In preferred implementation, the upper surface of waterproof support frame 121 is provided with anti-skid design, thus ensures while increasing pervious surface region 12 intensity can not to skid in ground. Preferably, being made up of pervious concrete and filamentary material for permeable piece 122, pervious concrete can increase the water permeability of permeable piece 122, and filamentary material can prevent the cracking of permeable piece 122 and ponding can carry out water conservancy diversion to increase the seepage velocity of ponding. In addition, fiber can destroy the tension force of water drops surface, thus small drop also can penetrate through permeable piece 122. Further preferably, aforementioned fiber materials is monfil. The series of advantages such as monfil has technology maturation, cost is low, constructability, corrosion resistance are good, physical strength height, thus improve the physical strength of permeable piece and erosion resistance and reduce the cost of permeable piece, be suitable for using on a large scale in porous pavement construction.
So far, shown by reference to the accompanying drawings preferred implementation describes the technical solution of the utility model, but, those skilled in the art are it is understood that protection domain of the present utility model is obviously not limited to these embodiments. Under the prerequisite not deviateing principle of the present utility model, correlation technique feature can be made equivalent change or replacement by those skilled in the art, and these changes or the technical scheme after replacing it all will fall within protection domain of the present utility model. Such as, each part in accompanying drawing is not draw in proportion, and therefore, the size of each several part is implied or limits by illustrated dimensions between each part in accompanying drawing not intended to be.
Claims (9)
1. a pervious surface structure, it is characterized in that, described pervious surface structure comprises at least one waterproof ground region and at least one pervious surface region, described waterproof ground region and described pervious surface joint area, and described waterproof ground region is higher than described pervious surface region to enable water flow to described pervious surface region from described waterproof ground region, described pervious surface region is provided with at least one waterproof support frame and multiple permeable piece that is embedded in described support frame.
2. pervious surface structure according to claim 1, it is characterised in that, the height of described permeable piece and described waterproof support frame are flat together or lower than described waterproof support frame.
3. pervious surface structure according to claim 2, it is characterised in that, described permeable piece is provided with the first groove, instrument or hand can be stretched in described first groove thus take out described permeable piece from described waterproof support frame by operator.
4. pervious surface structure according to claim 2, it is characterized in that, described waterproof support frame is provided with the 2nd groove in the position near described permeable piece, and instrument or hand can be stretched in described 2nd groove thus take out described permeable piece from described waterproof support frame by operator.
5. pervious surface structure according to claim 4, it is characterised in that, described waterproof support frame is made up of rigid material.
6. pervious surface structure according to claim 5, it is characterised in that, described waterproof support frame is become by cast iron monoblock casting.
7. pervious surface structure according to claim 6, it is characterised in that, the upper surface of described waterproof support frame is provided with anti-skid design.
8. pervious surface structure according to any one of claim 1 to 7, it is characterised in that, it is made up of pervious concrete and filamentary material for described permeable piece.
9. pervious surface structure according to claim 8, it is characterised in that, described filamentary material is monfil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521019650.7U CN205276090U (en) | 2015-12-09 | 2015-12-09 | Permeable ground surface structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521019650.7U CN205276090U (en) | 2015-12-09 | 2015-12-09 | Permeable ground surface structure |
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| Publication Number | Publication Date |
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| CN205276090U true CN205276090U (en) | 2016-06-01 |
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| CN201521019650.7U Active CN205276090U (en) | 2015-12-09 | 2015-12-09 | Permeable ground surface structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108103873A (en) * | 2017-12-29 | 2018-06-01 | 郑州航空工业管理学院 | A kind of nano asphalt concrete urban road surfaces structure based on sponge city |
| CN108239905A (en) * | 2018-01-18 | 2018-07-03 | 温州市华意建设有限公司 | A kind of anti-ponding road and its construction method |
-
2015
- 2015-12-09 CN CN201521019650.7U patent/CN205276090U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108103873A (en) * | 2017-12-29 | 2018-06-01 | 郑州航空工业管理学院 | A kind of nano asphalt concrete urban road surfaces structure based on sponge city |
| CN108239905A (en) * | 2018-01-18 | 2018-07-03 | 温州市华意建设有限公司 | A kind of anti-ponding road and its construction method |
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