Highway pavement base layer free of crack and preparation method thereof

A technology for pavement base and highway, which can be applied to coagulation pavement, roads, roads and other directions laid on site, and can solve problems such as increasing the cost of pavement construction and increasing the thickness of asphalt concrete surface.

Active Publication Date: 2018-10-26
杜宇
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

That is to say, when the load level and traffic density are the same, compared with the semi-rigid base, the use of a flexible base requires an increase in the thickness of the asphalt concrete surface, which greatly increases the cost of pavement construction.

Method used

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  • Highway pavement base layer free of crack and preparation method thereof

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Embodiment Construction

[0030] The present invention will be further described below in conjunction with embodiment, but is not limited to the content on the description.

[0031] A highway pavement base without cracks, which is made by mixing cement, fine aggregate, coarse aggregate, retarding water reducer and water. The mass percentage of each component is: cement 5%-6%, fine aggregate 60%-69% of cement, 22.2%-29% of coarse aggregate, 0.6%-3% of the added amount of retarding superplasticizer of cement; water-cement ratio of 0.65-0.7.

[0032] Construction steps:

[0033] Step 1, the mixture is stirred, and the mixture is prepared according to the raw materials in claim 1, and the mixture is mixed in a centralized factory. After the mixture is discharged from the water stabilizer mixer, it is shipped to the site.

[0034] The amount of water added during the mixing process of the mixed material is 70%-80% of the optimal water content of the mixed material;

[0035] The mixture is added with a ret...

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Abstract

The invention discloses a highway pavement base layer free of a crack and a preparation method thereof to solve deficiency in the prior art. The highway pavement base layer is made of stirring cement,fine aggregate, coarse aggregate, a coagulation alleviating and water reducing agent and water. The highway pavement base layer comprises, by mass, 5-6% of the cement, 60-69% of the fine aggregate, 22.2-29% of the coarse aggregate, 0.6-3% of the cement amount of the coagulation alleviating and water reducing agent, and the ratio of water to ash is 0.65-0.7. The preparation method comprises the following steps that step 1, the mixed materials are stirred; step 2, paving and additional watering are carried out; step 3, grinding and pressing are carried out; and step 4, maintaining is carried out. The deficiency of semi-rigid base layer air shrinking and cracking is overcome, and advantages of a semi-rigid base layer is kept; pavement bearing capacity is high, shrinkage and cracking do not occur; and highway manufacturing cost is reduced and the service life is prolonged.

Description

technical field [0001] The invention relates to the field of highway construction and manufacturing, in particular to a crack-free highway pavement base and a preparation method thereof. Background technique [0002] At present, the most widely used pavement base for high-grade highways in my country is the cement-stabilized macadam base (hereinafter referred to as the water-stabilized layer). It is beneficial to the distribution of loads, greatly reducing the vertical compressive stress of the subgrade soil and the bending stress at the bottom of the asphalt layer above it; (2) The materials of this pavement base are mainly cement and sand and gravel, which have a wide range of sources and low cost; (3) In my country , the design of asphalt pavement is based on the deflection value of the pavement base. The deflection value of the water-stabilized layer can be very small, and a thinner asphalt layer can be used, thus reducing the amount of asphalt materials and road construct...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C7/10C04B28/04C04B111/34
CPCE01C7/10C04B28/04C04B2111/343C04B2111/0075C04B14/06C04B18/12C04B2103/22C04B2103/302
Inventor 杜宇
Owner 杜宇
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