CN203334156U - Drainage floor structure - Google Patents
Drainage floor structure Download PDFInfo
- Publication number
- CN203334156U CN203334156U CN2013203213104U CN201320321310U CN203334156U CN 203334156 U CN203334156 U CN 203334156U CN 2013203213104 U CN2013203213104 U CN 2013203213104U CN 201320321310 U CN201320321310 U CN 201320321310U CN 203334156 U CN203334156 U CN 203334156U
- Authority
- CN
- China
- Prior art keywords
- permeable concrete
- concrete layer
- floor structure
- water permeable
- layer
- 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
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- Road Paving Structures (AREA)
Abstract
The utility model provides a drainage floor structure which comprises a bottom layer and a permeable concrete layer paved on the bottom layer, wherein through holes penetrating through the permeable concrete layer are further formed in the permeable concrete layer, and gravel packing is respectively paved on the surface of the permeable concrete and in the through holes. In the technical scheme, the permeable concrete is used as drainage ground to prevent water flows from being accumulated on the ground. Meanwhile, the through holes are formed in the permeable concrete layer and filled by gravel packing good in water permeability, so that when the water flow is great, the drainage floor structure can drain away water. The gravel packing paved on the permeable concrete pavement in a scattered manner beautifies the pavement environment without affecting water permeability of the permeable concrete layer.
Description
Technical field
The utility model belongs to porous pavement laying technology apparatus field, especially relates to a kind of draining floor structure.
Background technology
Current floor structure, general drainage pattern is adopt the ground that seepy material does or the road surface with gradient is made in ground, utilizes terrace and inclined-plane permeable.These drainage patterns are easily realized when current are less, but, when current are larger, are easy to cause surface gathered water.And the mode of inclined-plane draining, current easily are stacked into road surface on one side, contaminated environment.
The utility model content
State in order to make up the deficiency of above-mentioned floor structure aspect permeable, the utility model proposes a kind of draining floor structure.
The technical scheme that realizes above-mentioned beneficial effect is that a kind of draining floor structure, comprise bottom and be laid on the water permeable concrete layer on bottom, also has the through hole that runs through the water permeable concrete layer on the water permeable concrete layer, in water permeable concrete surface and through hole, is equipped with respectively the rubble filler.In the technical program, adopt water permeable concrete as draining ground, prevent that current from piling up on ground, simultaneously, on the water permeable concrete layer, have through hole, be filled with the rubble filler that water permeability is better in through hole, guarantee can carry out draining when discharge is large; And the rubble filler of the loose paving in water permeable concrete road surface has beautified road environment in permeable not affecting the water permeable concrete layer.
The accompanying drawing explanation
The structural representation that Fig. 1 is a kind of embodiment of the present utility model;
In figure, 1, bottom; 2, water permeable concrete layer; 3, through hole; 4, rubble filler.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described further.
In conjunction with Fig. 1, a kind of draining floor structure, comprise bottom 1 and be laid on the water permeable concrete layer 2 on bottom, also has the through hole 3 that runs through the water permeable concrete layer on the water permeable concrete layer, in water permeable concrete surface and through hole, is equipped with respectively rubble filler 4.
The utility model, when laying, determines the thickness of water permeable concrete as required, can also sneak into fiber in water permeable concrete in order to increase carrying, strengthens its mechanical strength simultaneously.
The above; for better case study on implementation of the present utility model; not the utility model is imposed any restrictions; every any simple modification of above embodiment being done according to the utility model technical spirit, change and equivalent structure change, and all still belong in the protection domain of technical solutions of the utility model.
Claims (1)
1. a draining floor structure, is characterized in that, comprises bottom (1) and be laid on the water permeable concrete layer (2) on bottom, also has the through hole (3) that runs through the water permeable concrete layer on the water permeable concrete layer, in water permeable concrete surface and through hole, is equipped with respectively rubble filler (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203213104U CN203334156U (en) | 2013-06-05 | 2013-06-05 | Drainage floor structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203213104U CN203334156U (en) | 2013-06-05 | 2013-06-05 | Drainage floor structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203334156U true CN203334156U (en) | 2013-12-11 |
Family
ID=49702837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203213104U Expired - Lifetime CN203334156U (en) | 2013-06-05 | 2013-06-05 | Drainage floor structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203334156U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104047215A (en) * | 2014-05-21 | 2014-09-17 | 西南科技大学 | Method for changing cement concrete pavement into pervious concrete pavement |
-
2013
- 2013-06-05 CN CN2013203213104U patent/CN203334156U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104047215A (en) * | 2014-05-21 | 2014-09-17 | 西南科技大学 | Method for changing cement concrete pavement into pervious concrete pavement |
| CN104047215B (en) * | 2014-05-21 | 2016-04-13 | 西南科技大学 | Cement concrete pavement changes the method for pervious concrete pavement into |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100070 6th floor, building 5, zone 2, 188 South 4th Ring Road West, Fengtai District, Beijing Patentee after: BEIJING ORANGESTONE HARDSCAPE Co.,Ltd. Address before: 100070 6th floor, building 5, zone 2, 188 South 4th Ring Road West, Fengtai District, Beijing Patentee before: BEIJING ORANGESTONE ECOLOGICAL ART GROUND TECHNOLOGY Co.,Ltd. Address after: 100070 6th floor, building 5, zone 2, 188 South 4th Ring Road West, Fengtai District, Beijing Patentee after: BEIJING ORANGESTONE ECOLOGICAL ART GROUND TECHNOLOGY Co.,Ltd. Address before: 100070 6th floor, building 5, zone 2, 188 South 4th Ring Road West, Fengtai District, Beijing Patentee before: ORANGESTONE CONSTRUCTION TECHNOLOGY Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210531 Address after: 412000 Room 301, building 7, Jiade Industrial Park, 158 Jinjing Road, Hetang District, Zhuzhou City, Hunan Province Patentee after: Zhongjing orange stone (Zhuzhou) Technology Co.,Ltd. Address before: 100070 6th floor, building 5, zone 2, 188 South 4th Ring Road West, Fengtai District, Beijing Patentee before: BEIJING ORANGESTONE HARDSCAPE Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131211 |