Permeable pavement and its construction method
A technology of permeable pavement and construction method, which is applied in the direction of roads, roads, and coagulation pavement paved on site, can solve the problems of delayed opening of traffic, difficult maintenance and repair, large demand for cement, etc., and achieves the effect of strong air permeability
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0042] A water-permeable pavement, which includes a surface layer 1 and a glue-stone concrete layer 2 from top to bottom; the surface layer 1 is formed by integrating fine aggregate and a first binder covering the fine aggregate, and the glue The stone concrete layer 2 is integrated by the coarse aggregate and the second binder covering the coarse aggregate. The fine aggregate is quartz sand, D 50 =0.01~0.25cm, the particle size distribution range is 0.005~0.08cm; the coarse aggregate D 50 = 0.3 to 0.55 cm, and the particle size distribution range is 0.1 to 0.8 cm; the Mohs hardness of the fine aggregate is above grade 8, and the Mohs hardness of the coarse aggregate is above grade 6.
[0043] The first binder is epoxy resin containing a curing agent, and the second binder is a mixture of heat-conducting glue and cement. The curing agent of the epoxy resin is a polyamide resin, and the mass ratio of the epoxy resin to the polyamide resin is 1:1.
[0044] Both the first bind...
Embodiment 2
[0050] A permeable pavement, comprising a surface layer 1, a glue-stone concrete layer 2, and a gravel layer 3 from top to bottom; the surface layer 1 is formed by integrating fine aggregates and a first binder coated with fine aggregates , the rubber-stone concrete layer 2 is integrated by coarse aggregate and a second binder covering the coarse aggregate. The fine aggregate is quartz sand, D 50 =0.01~0.25cm, the particle size distribution range is 0.005~0.08cm; the coarse aggregate D 50 = 0.3 to 0.55 cm, and the particle size distribution range is 0.1 to 0.8 cm; the Mohs hardness of the fine aggregate is above grade 8, and the Mohs hardness of the coarse aggregate is above grade 6.
[0051] The first binder is epoxy resin containing a curing agent, and the second binder is a mixture of heat-conducting glue and cement. The curing agent of the epoxy resin is a polyamide resin, and the mass ratio of the epoxy resin to the polyamide resin is 5:6, or 6::5, 1:1, etc.
[0052] B...
PUM
| Property | Measurement | Unit |
|---|---|---|
| particle size distribution | aaaaa | aaaaa |
| particle size distribution | aaaaa | aaaaa |
| size | aaaaa | aaaaa |
Abstract
Description
Claims
Application Information
Login to View More 