A water permeability recovery method for planing and milling regeneration of blocked permeable concrete pavement surface
A technology of permeable concrete and recovery method, which is applied to cohesive pavement paved on site, roads, roads, etc., which can solve the problems of reduced water permeability, failure, and limited effect of blockages, and achieve heavy workload, high cost, and good quality The effect of regeneration effect
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Embodiment 1
[0027] 1. Preparation of permeable concrete
[0028] (1) Screening of crushed stone aggregates, screening granite crushed stone aggregates through stainless steel screens with apertures of 4.75mm and 9.50mm, discarding particles with a particle size of less than 4.75mm and larger than 9.50mm, and using 4.75-9.50mm Crushed stone is used as surface aggregate, and the apparent density of crushed stone is 2652kg / m 3 , Bulk density 1469kg / m 3 , porosity 44.6%, crushing value 10.5%, mud content 0.6%.
[0029] (2) Use the aggregate screened in step (1), use 42.5 grade ordinary Portland cement as the binder, add polycarboxylate retarding high-performance water reducing agent, and mix the mixture with water. Control the water-cement ratio to 0.3, the cement-collection ratio to 3.7, and the amount of water-reducing agent added to be 0.3% of the cement mass. The mixing and forming method is: add coarse aggregate and 50% water to the forced mixer and mix for 30s, then add cement, water...
Embodiment 2
[0039] 1. Preparation of permeable concrete
[0040] (1) Screening of crushed stone aggregates, screening granite crushed stone aggregates through stainless steel screens with apertures of 3.35mm and 7.50mm, discarding particles with a particle size of less than 3.35mm and larger than 7.50mm, and using 3.35-7.50mm Crushed stone is used as surface aggregate, and the apparent density of crushed stone is 2652kg / m 3 , Bulk density 1552kg / m 3 , porosity 40.5%, crushing value 9.4%, mud content 0.5%.
[0041] (2) Use the aggregate screened in step (1), use 42.5 grade ordinary Portland cement as the binder, add polycarboxylate retarding high-performance water reducing agent, and mix the mixture with water. Control the water-cement ratio to 0.3, the cement-collection ratio to 4, and the amount of water-reducing agent added to be 0.3% of the cement mass. The mixing and forming method is: add coarse aggregate and 50% water to the forced mixer and mix for 30s, then add cement, water re...
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