A semi-rigid base material for expressway and its preparation process

A semi-rigid base layer and preparation process technology, applied in the field of highway semi-rigid base layer materials and preparation technology, can solve the problems of long-term use, corrosion, reduced service life, etc., achieve good expansion and warpage performance, enhance shrinkage resistance, The effect of improving shrinkage resistance

Active Publication Date: 2021-01-15
CHINA ROAD & BRIDGE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] (1) The general semi-rigid base material mainly uses cement stone with a high temperature shrinkage coefficient as the aggregate raw material, which leads to temperature shrinkage of the internal structure of the semi-rigid base after forming, and poor shrinkage resistance. When the internal structure is easily deformed, the road is damaged and the service life is reduced, and the shrinkage resistance of the semi-rigid material in the above reference document has not been improved;
[0007] (2) At the same time, the internal structure and materials of the general semi-rigid base are not only prone to water seepage and corrosion, but also the strength of the initial forming and later forming cannot meet the requirements, and cannot be used for a long time

Method used

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  • A semi-rigid base material for expressway and its preparation process

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Effect test

Embodiment 1

[0042] The invention provides a semi-rigid base material for highways, comprising the following mass fractions:

[0043] 40 parts of stable mixture, 100 parts of mixed aggregate, 50 parts of cement fly ash gravel, 30 parts of granular asphalt, 10 parts of early strength agent, 30 parts of high elastic fiber, 40 parts of quartz gravel, 10 parts of anti-shrinkage additive, 30 parts of cement soil, 40 parts of polymer concrete, and 10 parts of salt additives.

[0044] The mixed aggregate includes granite, basalt, limestone, dolomite and mica particles, and its composition according to the mass fraction ratio is 7:10:12:8:6.

[0045] The stable mixture includes broken pebbles, natural sand, coarse aggregate, reinforcing additives and quicklimestone, wherein the broken pebbles include particle diameters of 10-20mm, particle diameters of 20-25mm, particle diameters of 25-30mm and particle diameters of 35-40mm, And the mass ratio of particle diameter 10-20mm, particle diameter 20-25...

Embodiment 2

[0048] The present invention also provides a kind of expressway semi-rigid base material, comprising the material of following mass fraction:

[0049] 50 parts of stable mixture, 125 parts of mixed aggregate, 60 parts of cement fly ash gravel, 40 parts of granular asphalt, 15 parts of early strength agent, 35 parts of high elastic fiber, 50 parts of quartz gravel, 13 parts of anti-shrinkage additive, 35 parts of cement soil, 45 parts of polymer concrete, and 15 parts of salt additives.

[0050] The mixed aggregate includes granite, basalt, limestone, dolomite and mica particles, and its composition according to the mass fraction ratio is 9:13:13:10:8.

[0051] The stable mixture includes broken pebbles, natural sand, coarse aggregate, reinforcing additives and quicklimestone, wherein the broken pebbles include particle diameters of 10-20mm, particle diameters of 20-25mm, particle diameters of 25-30mm and particle diameters of 35-40mm, And the mass ratio of particle diameter 1...

Embodiment 3

[0054] The invention provides a semi-rigid base material for highways, comprising the following mass fractions:

[0055] 60 parts of stable mixture, 150 parts of mixed aggregate, 70 parts of cement fly ash gravel, 50 parts of granular asphalt, 20 parts of early strength agent, 40 parts of high elastic fiber, 60 parts of quartz gravel, 6 parts of anti-shrinkage additive, 40 parts of cement soil, 50 parts of polymer concrete, 30 parts of salt additives.

[0056] The mixed aggregate includes granite, basalt, limestone, dolomite and mica particles, and its composition according to the mass fraction ratio is 10:16:14:11:9.

[0057] The stable mixture includes broken pebbles, natural sand, coarse aggregate, reinforcing additives and quicklimestone, wherein the broken pebbles include particle diameters of 10-20mm, particle diameters of 20-25mm, particle diameters of 25-30mm and particle diameters of 35-40mm, And the mass ratio of particle diameter 10-20mm, particle diameter 20-25mm,...

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Abstract

The invention discloses a semi-rigid base material for a highway. The semi-rigid base material is prepared from following materials in mass fraction: a stable mixture, mixed aggregate, cement fly ash-bound hoggin, granular asphalt, an early strength agent, high-elasticity fiber, crushed quartz stone, an anti-shrink additive, cement soil, polymer concrete and a salt additive. The invention furtherprovides a preparation process of the semi-rigid base material for the highway. The process comprises the following steps: step 100, dividing the raw materials into a base material group, an anti-shrink material group, a stress change agent group and a durability modifier group in proportion; step 200, adding water to the base material until the base material is in a semi-bonding state, controlling conditions and adding the anti-shrink material and the stress change agent until the material is in a mortar state, adding the durability modifier and mixing the materials to obtain a primary blended material; step 300, performing multistage development on the primary blended material to obtain a multistage finished material, and laying the multistage finished material in stage sequence. The semi-rigid base material obtained with the formula and the process has good temperature retraction resistance and corrosion resistance and high permeation resistance and durability.

Description

technical field [0001] The invention relates to the technical field of road construction, in particular to an expressway semi-rigid base material and a preparation process. Background technique [0002] With the rapid development of my country's national economy, various regions are carrying out a large number of road construction projects in full swing, and the demand for engineering materials such as gravel, gravel, and sand has increased geometrically. For the widely used semi-rigid base materials at this stage, the crushed stone layer is mainly stabilized by cement, which requires a large amount of crushed stone and sand materials. The gravel, sand and other materials in the project construction are mainly obtained through blasting mountain gravel, dredging river sand and other channels, which seriously damages the ecological environment and does not meet the development requirements of an environment-friendly society and a resource-saving society. At the same time, a l...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/00
CPCC04B28/00C04B2111/0075C04B2201/50C04B18/12C04B14/068C04B14/00C04B14/28C04B2103/0068C04B14/14C04B14/048C04B14/20C04B18/08C04B24/36C04B2103/12C04B20/0048C04B24/2623C04B24/2611C04B24/2676C04B24/2641C04B14/361C04B18/022C04B22/08
Inventor 陈波范哲
Owner CHINA ROAD & BRIDGE
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