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Porous pavement system and construction method thereof

A permeable pavement and surface layer technology, applied in the field of concrete, can solve the problems of low support, lack of rigidity, and inability to play a supporting role in the permeable system, achieve good compressive performance and water permeability, reduce construction time, and improve efficiency Effect

Active Publication Date: 2017-05-31
SHANGHAI MCC ENVIRONMENTAL ENG TECH CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, only the crushed stone cushion lacks a certain degree of rigidity, and the degree of support for the entire permeable system is not high, so it cannot play a good role in undertaking

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0058] The permeable pavement system of this embodiment includes cement-stabilized gravel, base concrete and surface concrete.

[0059] According to the parts by weight, take the dry material components for the preparation of cement stabilized crushed stone: 150kg of cement B, 200kg of stone chips, 1400kg of 5-20mm coarse aggregate, put them into the mixer and stir them evenly for 10±2 minutes; then add appropriate amount of water, and then evenly Stir for 10±2 minutes; wet the place to be constructed, then pour the mixed cement-stabilized macadam gel into the construction site, start paving, leveling, rolling, and obtain cement-stabilized macadam. The coarse aggregate in this embodiment includes steel slag and recycled coarse aggregate, the volume percentage of steel slag is 60%, and the volume percentage of recycled coarse aggregate is 40%.

[0060] The raw materials for the preparation of each cubic base concrete include: 360kg of cement A, 1000kg of recycled coarse aggrega...

Embodiment 2

[0066] The permeable pavement system of this embodiment includes cement-stabilized gravel, base concrete and surface concrete.

[0067] According to the parts by weight, take the dry material components for the preparation of cement stabilized crushed stone: 150kg of cement B, 200kg of stone chips, 1400kg of 5-20mm coarse aggregate, put them into the mixer and stir them evenly for 10±2 minutes; then add appropriate amount of water, and then evenly Stir for 10±2 minutes; wet the place to be constructed, then pour the mixed cement-stabilized macadam gel into the construction site, start paving, leveling, rolling, and obtain cement-stabilized macadam. The coarse aggregate in this embodiment includes steel slag and recycled coarse aggregate, the volume percentage of steel slag is 40%, and the volume percentage of recycled coarse aggregate is 60%.

[0068] The raw materials for the preparation of each cubic base concrete include: 360kg of cement B, 850kg of recycled coarse aggregat...

Embodiment 3

[0074] The permeable pavement system of this embodiment includes cement-stabilized gravel, base concrete and surface concrete.

[0075]According to the parts by weight, take the dry material components for the preparation of cement stabilized gravel: 140kg of cement A, 180kg of stone chips, 1550kg of 5-20mm coarse aggregate; then add an appropriate amount of water, and then stir evenly for 10±2 minutes; for the place to be constructed Wet, and then pour the mixed cement-stabilized macadam gel into the construction site, start paving, leveling, rolling, and obtain cement-stabilized macadam. The coarse aggregate in this embodiment includes steel slag and recycled coarse aggregate, the volume percentage of steel slag is 60%, and the volume percentage of recycled coarse aggregate is 40%. The coarse aggregate in this embodiment includes steel slag, recycled coarse aggregate and gravel, the volume percentage of steel slag is 70%, the volume percentage of recycled coarse aggregate is...

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PUM

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Abstract

The invention relates to the technical field of concrete, and particularly relates to a porous pavement system and a construction method thereof. The porous pavement system comprises cement stabilized gravels, base layer concrete and surface layer concrete, the preparation raw materials of the cement stabilized gravels comprise a dry material and water, and the dry material comprises the following components in parts by weight: 140-160 parts of cement, 180-200 parts of aggregate chips and 1400-1600 parts of coarse aggregate; the preparation raw materials of each cube of base layer concrete comprise: 360 kg of cement, 850-1300 kg of recycled coarse aggregate, 205-820 kg of slag and 138-152 kg of water; the preparation raw materials of each cube of surface layer concrete comprise: 400 kg of cement, 144-176 kg of recycled coarse aggregate, 1025-1845 kg of slag and 143-157 kg of water. The porous pavement system has proper strength on the whole, and the permeable rate is still 100% after use of 7 months.

Description

technical field [0001] The invention relates to the technical field of concrete, in particular to a permeable pavement system and a construction method thereof. Background technique [0002] Cement-stabilized crushed stone (hereinafter referred to as water stabilized) uses graded crushed stone as aggregate, uses a certain amount of cementitious material and sufficient mortar volume to fill the gaps in the aggregate, and paves and compacts according to the principle of embedded extrusion. Its compaction is close to compactness, and its strength mainly depends on the principle of interlocking and locking between crushed stones, and at the same time, there is enough mortar volume to fill the voids of aggregates. Its initial strength is high, and its strength increases with age to quickly form a board, so it has higher strength, better impermeability and frost resistance. The amount of water-stabilized cement is generally 4%-5% of the mixture, and the 7-day unconfined compressi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/00C04B28/04C04B28/14E01C7/14E01C7/12
CPCC04B28/00C04B28/04C04B28/14C04B2111/00284C04B2201/50E01C7/12E01C7/142E01C7/145C04B14/02C04B18/142C04B18/16
Inventor 汪海龙刘国威韩甲兴陆珺朱李俊
Owner SHANGHAI MCC ENVIRONMENTAL ENG TECH CO LTD
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