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Highway pavement subbase construction method

A construction method and sub-base technology, applied in the field of building construction, can solve the problems of use in areas with low traffic volume, poor test indicators such as liquid-plastic limit, high construction cost, etc., and achieve the improvement of measured deflection value, low cost, The effect of improving the bearing capacity

Inactive Publication Date: 2021-02-05
SHANGHAI CONSTRUCTION GROUP
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  • Description
  • Claims
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AI Technical Summary

Problems solved by technology

At present, the general subbase construction methods are mainly in the form of graded gravel, limestone, water-stabilized gravel, etc. Although the material strength is high, the construction cost is relatively high, which is not conducive to the use in areas with underdeveloped economy and low traffic volume
[0003] Red gravel soil with iron-manganese concretions is widespread in a certain place. The gravel soil generally has low strength, and the test indicators such as liquid-plastic limit are also relatively poor, which cannot meet the requirements of the sub-base material required by the specification.

Method used

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  • Highway pavement subbase construction method

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Embodiment 1

[0033] A construction method for a highway pavement subbase, comprising:

[0034] In step S1, before the subbase layer is spread, the lower bearing layer below it is sprinkled with water and cleaned, and the lower bearing layer is checked and accepted according to the specifications and design requirements;

[0035] Step S2: stake out before measurement: restore the center line before flattening, set measuring points at different intervals for straight sections and curves, and multiply the design thickness by the loose paving coefficient as the flattened thickness;

[0036] Step S3 adopts the mass ratio, mixing 70% gravel soil with 30% crushed stone mixture for on-site mixing construction, including:

[0037] In step S31, according to the calculated gravel soil, stake out bamboo piles on the slope according to the designed spacing, evenly stack the gravel soil on the roadbed, and use a grader to initially level the shape;

[0038] Step S32 calculates the amount of crushed sto...

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Abstract

The invention relates to a highway pavement subbase construction method, and belongs to the technical field of building construction. The method is used for improving the strength of gravelly soil andimproving and utilizing an existing soil source to enable an originally substandard material to reach the technical standard of a subbase material of a pavement. According to the construction method,30% of gravels are doped into 70% of gravelly soil according to a mass ratio, the gravelly soil is improved, a land leveler and a road roller are matched to stir and compact the mixed gravelly soil and a gravel mixture, the mixed gravelly soil and original gravel particles in a soil body jointly form a framework structure, a bearing capacity of the soil body is improved, and deformation resistance of the subbase is enhanced. The actually measured deflection value of the gravelly soil subbase after the gravelly soil subbase is improved by mixing the gravelly soil is obviously improved, and thegravelly soil subbase improved by the gravelly soil is more compact in structure.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a construction method for a highway pavement subbase. Background technique [0002] The subbase of the road is the main bearing layer of the road pavement load, and the subbase requires high strength to bear the road load. At present, the general subbase construction methods are mainly in the form of graded gravel, limestone, water-stabilized gravel, etc. Although the material strength is high, the construction cost is relatively high, which is not conducive to the use in areas with underdeveloped economy and low traffic volume. . [0003] Red gravel soil with iron-manganese nodules is widespread in a certain place. The gravel soil generally has low strength and relatively poor test indicators such as liquid-plastic limit, which cannot meet the requirements of the subbase material required by the code. In order to meet the requirement of low cost of road construct...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C21/00E01C3/04
CPCE01C3/04E01C21/00
Inventor 辛国顺赵伟朝曾金金廖长武
Owner SHANGHAI CONSTRUCTION GROUP
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