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Early strength type semi-flexible pavement

A semi-flexible pavement and early-strength technology, which is applied to cohesive pavement paved on site, roads, roads, etc., can solve problems such as environmental pollution, closed traffic for a long time, and affect the performance of composite pavement, so as to prolong the service life, Good high temperature anti-rutting effect

Inactive Publication Date: 2020-04-21
南京兴佑交通科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, this kind of on-site construction method has the following problems: (1) cumbersome construction procedures lead to closed traffic for a long time; (2) on-site grouting and grouting may cause environmental pollution; (3) weather changes may seriously affect the composite pavement performance, etc.

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0010] The early-strength semi-flexible pavement of the present invention is formed by stacking cement-based grouting materials. The cement-based grouting materials are composed of the following components by mass: 40 parts of slag, 15 parts of fly ash, 30 parts of water glass, 25 parts Silica fume, 2 parts of limestone mineral powder, 6 parts of graphene, 14 parts of epoxy resin, 6 parts of metakaolin, 2 parts of ethylenediaminetetraacetic acid, 8 parts of phthalic anhydride, 6 parts of trimethylolpropane, 3 parts 1 part of rubber powder, 3 parts of bauxite, 2 parts of iron oxide yellow, 0.5 part of calcium hydroxide, 5 parts of modified plant fiber, 15 parts of glycerin and 10 parts of water.

Embodiment 2

[0012] The early-strength semi-flexible pavement of the present invention is formed by stacking cement-based grouting materials. The cement-based grouting materials are composed of the following components by mass: 50 parts of slag, 20 parts of fly ash, 40 parts of water glass, 35 parts of silica fume, 5 parts of limestone powder, 8 parts of graphene, 18 parts of epoxy resin, 8 parts of metakaolin, 5 parts of ethylenediaminetetraacetic acid, 10 parts of phthalic anhydride, 8 parts of trimethylolpropane , 5 parts of rubber powder, 5 parts of bauxite, 4 parts of iron oxide yellow, 1 part of calcium hydroxide, 10 parts of modified plant fiber, 20 parts of glycerin and 20 parts of water.

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PUM

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Abstract

The invention discloses an early strength type semi-flexible pavement which is formed by piling up a cement-based grouting material. The cement-based grouting material comprises, by mass, 40-50 partsof slag, 15-20 parts of fly ash, 30-40 parts of water glass, 25-35 parts of silica fume, 2-5 parts of limestone mineral powder; 6-8 parts of graphene, 14-18 parts of epoxy resin, 6-8 parts of metakaolin, 2-5 parts of ethylenediamine tetraacetic acid, 8-10 parts of phthalic anhydride, 6-8 parts of trimethylolpropane, 3-5 parts of rubber powder, 3-5 parts of bauxite, 2-4 parts of iron oxide yellow,0.5-1 part of calcium hydroxide, 5-10 parts of modified plant fibers, 15-20 parts of glycerol and 10-20 parts of water, wherein the content of SiO2 in the silica fume is greater than or equal to 92wt.%. The early strength type semi-flexible pavement is formed by piling up the cement-based grouting material, the obtained semi-flexible pavement has good high-temperature rutting resistance, low-temperature cracking resistance, water damage resistance and fatigue resistance, and the service lifetime of the pavement can be prolonged.

Description

technical field [0001] The invention belongs to the field of pavement preparation, in particular to an early-strength semi-flexible pavement. Background technique [0002] Semi-flexible composite pavement is a new type of pavement that combines rigidity and flexibility. It is a pavement formed by pouring cement mortar that meets certain performance requirements into asphalt mixture with large voids. Therefore, it has the advantages of both traditional pavements. At present, the construction of semi-flexible pavement adopts on-site paving asphalt mixture, after being rolled and cooled to a certain temperature, the cement mortar mixed on site is poured into the asphalt mixture, and finally the surface is treated and maintained for a period of time After that it will be open to traffic. However, this kind of on-site construction method has the following problems: (1) cumbersome construction procedures lead to closed traffic for a long time; (2) on-site grouting and grouting ma...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/26E01C7/30C04B111/70
CPCC04B28/26C04B2111/0075C04B2111/70E01C7/30C04B18/141C04B18/08C04B18/146C04B14/28C04B14/024C04B24/281C04B14/106C04B24/04C04B24/02C04B18/22C04B14/303C04B14/308C04B22/064C04B18/24C04B24/123
Inventor 魏唐中李佩宁夏新杰鲁万华
Owner 南京兴佑交通科技有限公司
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