CN209836725U - Permeable pavement pedestrian way with permeation increasing and drainage functions - Google Patents
Permeable pavement pedestrian way with permeation increasing and drainage functions Download PDFInfo
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- CN209836725U CN209836725U CN201920447411.3U CN201920447411U CN209836725U CN 209836725 U CN209836725 U CN 209836725U CN 201920447411 U CN201920447411 U CN 201920447411U CN 209836725 U CN209836725 U CN 209836725U
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Abstract
The utility model relates to pedestrian path technical field especially relates to a permeable pavement pedestrian path with increase and ooze and drainage function. This permeable pavement people's footpath with increase and ooze and drainage function is permeable pavement brick layer, coarse sand layer, no sand concrete base course, natural level and joins in marriage sand stone rolling layer and plain soil tamp layer from the top down in proper order, and wherein natural level joins in marriage the grit and rolls the in situ and be equipped with a plurality of drain pipes, is equipped with a plurality of infiltration mouths in the drain pipe, and too much rainwater can pass the infiltration mouth and discharge from the drain pipe. When the conditions such as soil foundation, soil permeability coefficient, underground water level and the like do not meet the regulations of regulations and the rainfall intensity exceeds the permeation quantity and the unit storage capacity, the infiltration increasing and drainage effects of the permeable pavement on rainwater can be enhanced. This permeable pavement structure with increase and ooze and drainage function is whole strong, and the structure is simple and easy, easily constructs, is fit for using widely.
Description
Technical Field
The utility model relates to pedestrian path technical field especially relates to a permeable pavement pedestrian path with increase and ooze and drainage function.
Background
The common method for water permeable pavement in the market at present is that a water permeable pavement structure comprises a surface course, a leveling course, a base course, a cushion course and a soil foundation from top to bottom. The permeable pavement is not good in surface permeation and drainage effect when used as a permeable pavement; the permeable pavement has poor internal permeation and drainage effects
The utility model discloses a pedestrian's footpath of mating formation of permeating water with increase and ooze and drainage function, this pedestrian's footpath of mating formation of permeating water with increase and ooze and drainage function from the top down is permeable pavement brick layer, coarse sand layer, no sand concrete basic unit, natural level in proper order and joins in marriage gravel rolling layer and plain soil tamp layer, wherein natural level joins in marriage the gravel and rolls the in situ and be equipped with a plurality of drain pipes, be equipped with a plurality of infiltration mouths in the drain pipe, too much rainwater can pass the infiltration mouth and discharge from the drain pipe. When the conditions such as soil foundation, soil permeability coefficient, underground water level and the like do not meet the regulations of regulations and the rainfall intensity exceeds the permeation quantity and the unit storage capacity, the infiltration increasing and drainage effects of the permeable pavement on rainwater can be enhanced. This permeable pavement structure with increase and ooze and drainage function is whole strong, and the structure is simple and easy, easily constructs, is fit for using widely.
SUMMERY OF THE UTILITY MODEL
In order to overcome the defect that exists among the background art, the utility model provides a technical scheme that its technical problem adopted is: the utility model provides a permeable pavement pedestrain way with increase and ooze and drainage function, includes plain soil tamped layer and permeable pavement brick layer, permeable pavement pedestrain way from the top down is permeable pavement brick layer, coarse sand layer, no sand concrete base layer, natural level in proper order and joins in marriage gravel rolling layer and plain soil tamped layer, natural level is joined in marriage the gravel and is rolled the in situ and be equipped with a plurality of drain pipes, be equipped with a plurality of infiltration mouths on the drain pipe.
Preferably, the compaction coefficient of the plain soil compaction layer is greater than or equal to 0.93, the natural-grade sand-stone rolling layer is a 300 mm natural-grade sand-stone rolling layer, the coarse sand layer is a 30 mm coarse sand layer, and the thickness of the permeable pavement brick layer is 80 mm.
The utility model relates to a pedestrian's footpath of mating formation permeates water with increase and ooze and drainage function, this pedestrian's footpath of mating formation from the top down of permeating water with increase and ooze and drainage function is permeable pavement brick layer, coarse sand layer, no sand concrete basic unit, natural level is joined in marriage gravel and is rolled layer and plain soil tamped layer in proper order, wherein natural level is joined in marriage the gravel and is rolled the in situ and be equipped with a plurality of drain pipes, be equipped with a plurality of infiltration mouths in the drain pipe, too much rainwater can pass the infiltration mouth and discharge from the drain pipe. When the conditions such as soil foundation, soil permeability coefficient, underground water level and the like do not meet the regulations of regulations and the rainfall intensity exceeds the permeation quantity and the unit storage capacity, the infiltration increasing and drainage effects of the permeable pavement on rainwater can be enhanced. This permeable pavement structure with increase and ooze and drainage function is whole strong, and the structure is simple and easy, easily constructs, is fit for using widely.
Drawings
The present invention will be further explained with reference to the drawings and examples.
FIG. 1 is a schematic view of the cross-sectional structure of a permeable pavement sidewalk with permeation enhancing and drainage functions of the present invention;
wherein 1, ramming the plain soil layer; 2. grinding the layer by natural graded sand stone; 3. a drain pipe; 4. a water seepage port; 5. a sand-free concrete base layer; 6. a coarse sand layer; 7. permeable pavement brick layer.
Detailed Description
The present invention will now be described in further detail with reference to the accompanying drawings. The attached drawings are simplified schematic diagrams, and merely illustrate the basic structure of the present invention in a schematic manner, and thus show only the components related to the present invention.
Referring to fig. 1, the permeable pavement sidewalk with permeation increasing and drainage functions comprises a plain soil compaction layer 1 and a permeable pavement brick layer 7, the permeable pavement brick layer 7, a coarse sand layer 6, a sand-free concrete base layer 5, a natural graded sand stone rolling layer 2 and the plain soil compaction layer 1 are sequentially arranged on the permeable pavement sidewalk from top to bottom, a plurality of drain pipes 3 are arranged in the natural graded sand stone rolling layer 2, a plurality of water seepage ports 4 are arranged on the drain pipes 3, the compaction coefficient of the plain soil compaction layer 1 is greater than or equal to 0.93, the natural graded sand stone rolling layer 2 is a 300 mm natural graded sand stone rolling layer, the coarse sand layer 6 is a 30 mm coarse sand layer, and the thickness of the permeable pavement brick layer 7 is 80 mm.
The utility model relates to a pedestrian's footpath of mating formation permeates water with increase and ooze and drainage function, this pedestrian's footpath of mating formation from the top down of permeating water with increase and ooze and drainage function is permeable pavement brick layer, coarse sand layer, no sand concrete basic unit, natural level is joined in marriage gravel and is rolled layer and plain soil tamped layer in proper order, wherein natural level is joined in marriage the gravel and is rolled the in situ and be equipped with a plurality of drain pipes, be equipped with a plurality of infiltration mouths in the drain pipe, too much rainwater can pass the infiltration mouth and discharge from the drain pipe. When the conditions such as soil foundation, soil permeability coefficient, underground water level and the like do not meet the regulations of regulations and the rainfall intensity exceeds the permeation quantity and the unit storage capacity, the infiltration increasing and drainage effects of the permeable pavement on rainwater can be enhanced. This permeable pavement structure with increase and ooze and drainage function is whole strong, and the structure is simple and easy, easily constructs, is fit for using widely.
It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications can be made without departing from the scope of the invention.
Claims (2)
1. The utility model provides a permeable pavement way with increase and ooze and drainage function, includes plain soil tamp layer (1) and permeable pavement brick layer (7), its characterized in that: the permeable pavement pedestrian pavement is characterized in that the permeable pavement brick layer (7), the coarse sand layer (6), the sand-free concrete base layer (5), the natural-grade sand stone rolling layer (2) and the plain soil tamping layer (1) are sequentially arranged from top to bottom, a plurality of drain pipes (3) are arranged in the natural-grade sand stone rolling layer (2), and a plurality of water seepage ports (4) are arranged on the drain pipes (3).
2. A water permeable pavement sidewalk with infiltration enhancing and drainage functions according to claim 1, which is characterized in that: the compacting coefficient of the plain soil compacting layer (1) is more than or equal to 0.93, the natural graded sand-stone rolling layer (2) is a 300 mm natural graded sand-stone rolling layer, the coarse sand layer (6) is a 30 mm coarse sand layer, and the thickness of the permeable pavement brick layer (7) is 80 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201920447411.3U CN209836725U (en) | 2019-04-03 | 2019-04-03 | Permeable pavement pedestrian way with permeation increasing and drainage functions |
Applications Claiming Priority (1)
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CN201920447411.3U CN209836725U (en) | 2019-04-03 | 2019-04-03 | Permeable pavement pedestrian way with permeation increasing and drainage functions |
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CN209836725U true CN209836725U (en) | 2019-12-24 |
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CN201920447411.3U Expired - Fee Related CN209836725U (en) | 2019-04-03 | 2019-04-03 | Permeable pavement pedestrian way with permeation increasing and drainage functions |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114717897A (en) * | 2022-04-19 | 2022-07-08 | 中国一冶集团有限公司 | Pavement structure and sidewalk footpath structure |
-
2019
- 2019-04-03 CN CN201920447411.3U patent/CN209836725U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114717897A (en) * | 2022-04-19 | 2022-07-08 | 中国一冶集团有限公司 | Pavement structure and sidewalk footpath structure |
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Legal Events
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder |
Address after: 215000 room e1804, No. 388, Ruoshui Road, Suzhou Industrial Park, Jiangsu Province Patentee after: Jiangsu Zhuyan Design Consulting Co.,Ltd. Address before: 215000 room e1804, No. 388, Ruoshui Road, Suzhou Industrial Park, Jiangsu Province Patentee before: SUZHOU ZHUYAN GREEN BUILDING ENGINEERING TECHNOLOGY Co.,Ltd. |
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CP01 | Change in the name or title of a patent holder | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191224 |
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CF01 | Termination of patent right due to non-payment of annual fee |