CN202031003U - Pervious concrete park pavement layer structure - Google Patents
Pervious concrete park pavement layer structure Download PDFInfo
- Publication number
- CN202031003U CN202031003U CN2010202730148U CN201020273014U CN202031003U CN 202031003 U CN202031003 U CN 202031003U CN 2010202730148 U CN2010202730148 U CN 2010202730148U CN 201020273014 U CN201020273014 U CN 201020273014U CN 202031003 U CN202031003 U CN 202031003U
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- pervious concrete
- layer
- garden
- supercrust
- basic unit
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Abstract
The utility model discloses a pervious concrete park pavement layer structure, which comprises a pervious concrete foundation layer, a pervious concrete base layer and a pervious concrete surface layer. The pervious concrete base layer is arranged above the pervious concrete foundation layer, and the pervious concrete surface layer is arranged above the pervious concrete base layer. The pervious concrete park pavement layer structure gives the considerations to the base of use intensity of the pavement inside the park, and the base layer is paved and filled with broken stones so as to ensure a permeable function of the pervious concrete pavement.
Description
Technical field
The utility model relates to the realm of building construction, and is particularly related to road pervious concrete constructing structure in a kind of garden engineering.
Background technology
Pervious concrete pavement structurally often adopts plain concrete to build guaranteeing the working strength on road surface on base treatment, yet selects for use plain concrete to build processing in basic unit, and this is at the drainage effect that fundamentally can't satisfy porous pavement.
The utility model content
The utility model proposes a kind of pervious concrete garden supercrust structure, take into account on the basis of the road surface working strength in the park, select for use the rubble shop to fill out in basic unit, to guarantee the pervious function of pervious concrete pavement.
In order to achieve the above object, the utility model proposes a kind of pervious concrete garden supercrust structure, comprising:
The pervious concrete basal layer;
Pervious concrete basic unit is arranged at described pervious concrete basal layer top;
The pervious concrete surface layer is arranged at described pervious concrete basic unit top.
Further, described pervious concrete basal layer is the rammed earth layer.
Further, layer of gravel thickness is laid at 10～15cm by described pervious concrete basic unit, and the gravel particle diameter is at 3～5cm.
Further, the described pervious concrete surface layer coagulate layer thickness of building is controlled at 8～15cm.
The utility model proposes a kind of pervious concrete garden supercrust structure, select in basic unit that rubble shop is filled out, compacting for use, build thickness and technical being rigid in checking up at surface layer, like this on the working strength basis, road surface in satisfying garden engineering, guarantee the draining effect of pervious concrete pavement, promptly be controlled at 25%～30% effective drainage porosity in layer crack, the road surface is ponding not, smooth discharge to below the road surface and around in the greenery patches.
Description of drawings
Figure 1 shows that the pervious concrete garden supercrust structural representation of the utility model preferred embodiment.
The specific embodiment
In order more to understand technology contents of the present utility model, especially exemplified by specific embodiment and cooperate appended graphic being described as follows.
Please refer to Fig. 1, Figure 1 shows that the pervious concrete garden supercrust structural representation of the utility model preferred embodiment.The utility model proposes a kind of pervious concrete garden supercrust structure, comprising: the pervious concrete basal layer; Pervious concrete basic unit is arranged at described pervious concrete basal layer top; The pervious concrete surface layer is arranged at described pervious concrete basic unit top.
Further, described pervious concrete basal layer is the rammed earth layer, layer of gravel thickness is laid at 10～15cm by described pervious concrete basic unit, the gravel particle diameter is at 3～5cm, the coagulate layer thickness that described pervious concrete surface layer is built is controlled at 8～15cm, pervious concrete pavement is built in strict accordance with the construction operating process and is carried out, and mixes the system concrete and carries out in strict accordance with match ratio.
In sum, the utility model proposes a kind of pervious concrete garden supercrust structure, select in basic unit that rubble shop is filled out, compacting for use, build thickness and technical being rigid in checking up at surface layer, on the working strength basis, road surface in satisfying garden engineering, guarantee the draining effect of pervious concrete pavement like this, promptly be controlled at 25%～30% effective drainage porosity in layer crack, the road surface is ponding not, smooth discharge to below the road surface and around in the greenery patches.
Though the utility model discloses as above with preferred embodiment; right its is not in order to limit the utility model; have in the technical field under any and know the knowledgeable usually; in not breaking away from spirit and scope of the present utility model; when doing a little change and retouching, therefore protection domain of the present utility model is as the criterion when looking claims person of defining.
Claims (4)
1. a pervious concrete garden supercrust structure is characterized in that, comprising:
The pervious concrete basal layer;
Pervious concrete basic unit is arranged at described pervious concrete basal layer top;
The pervious concrete surface layer is arranged at described pervious concrete basic unit top.
2. pervious concrete according to claim 1 garden supercrust structure is characterized in that described pervious concrete basal layer is the rammed earth layer.
3. pervious concrete according to claim 1 garden supercrust structure is characterized in that, layer of gravel thickness is laid at 10～15cm by described pervious concrete basic unit, and the gravel particle diameter is at 3～5cm.
4. pervious concrete according to claim 1 garden supercrust structure is characterized in that the coagulate layer thickness that described pervious concrete surface layer is built is controlled at 8～15cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202730148U CN202031003U (en) | 2010-07-29 | 2010-07-29 | Pervious concrete park pavement layer structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202730148U CN202031003U (en) | 2010-07-29 | 2010-07-29 | Pervious concrete park pavement layer structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202031003U true CN202031003U (en) | 2011-11-09 |
Family
ID=44893306
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202730148U Expired - Lifetime CN202031003U (en) | 2010-07-29 | 2010-07-29 | Pervious concrete park pavement layer structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202031003U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256692A (en) * | 2015-09-10 | 2016-01-20 | 重庆建工住宅建设有限公司 | Color and pervious concrete pavement structure and construction technology therefor |
| CN105463967A (en) * | 2015-11-19 | 2016-04-06 | 中建七局第二建筑有限公司 | Water-permeable wear-resistant garden path and construction method thereof |
| CN106638212A (en) * | 2015-10-30 | 2017-05-10 | 吴龙泉 | Mine roadway early strength concrete construction method |
| CN108951349A (en) * | 2018-07-23 | 2018-12-07 | 华新水泥股份有限公司 | A kind of pervious concrete structure and method for paving |
-
2010
- 2010-07-29 CN CN2010202730148U patent/CN202031003U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256692A (en) * | 2015-09-10 | 2016-01-20 | 重庆建工住宅建设有限公司 | Color and pervious concrete pavement structure and construction technology therefor |
| CN106638212A (en) * | 2015-10-30 | 2017-05-10 | 吴龙泉 | Mine roadway early strength concrete construction method |
| CN105463967A (en) * | 2015-11-19 | 2016-04-06 | 中建七局第二建筑有限公司 | Water-permeable wear-resistant garden path and construction method thereof |
| CN108951349A (en) * | 2018-07-23 | 2018-12-07 | 华新水泥股份有限公司 | A kind of pervious concrete structure and method for paving |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20111109 |