Recycled aggregate mixture and application thereof

A technology of recycled aggregates and mixtures, applied in solid waste management, sustainable waste treatment, pavement details, etc., can solve the problems affecting the performance and service life of the pavement, reflection cracks on the surface of the asphalt layer, and high environmental damage. Achieve the effect of saving production costs, reducing dosage and reducing environmental pollution

Active Publication Date: 2020-09-04
CHINA GEZHOUBA GROUP NO 5 ENG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, cement-stabilized aggregate materials are mostly used in the construction of water-stabilized layers, although materials such as cement-stabilized gravel have high strength, high rigidity, strong integrity, good water stability and frost resistance, and good anti-traffic fatigue performance. However, it is easy to produce shrinkage cracks when the humidity changes, resulting in the formation of reflective cracks on the surface of the asphalt layer, which in turn affects the performance and service life of the pavement
In addition, the amount of stones required for cement-stabilized gravel materials is large, which conflicts with the current shortage of sand and gravel raw materials in my country and the current environmental protection strategy, which will easily lead to a shortage of resources and great damage to the environment.

Method used

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  • Recycled aggregate mixture and application thereof

Examples

Experimental program
Comparison scheme
Effect test

Example Embodiment

[0034] Example 1:

[0035] A recycled aggregate mixture is composed of ordinary Portland cement, recycled aggregate, primary aggregate and primary stone powder, wherein:

[0036] The primary aggregate content is 35%-43%;

[0037] The content of the regenerated aggregate is 18%-25%;

[0038] Described primary stone powder content is 25%-27%;

[0039] The content of the regenerated stone powder is 12%-15%.

[0040] In a preferred solution, the primary aggregate has a particle size of 5mm-37.5mm, an apparent density of 2.616-2.626g / cm³, and a mud content of 0.5-1.5%.

[0041] In a preferred solution, the regenerated aggregate has a particle size of 5mm-37.5mm, an apparent density of 2.590-2.611g / cm³, and a mud content of 0.7-1.7%.

[0042] In a preferred solution, the particle size of the rough stone powder is 0-5mm, the apparent density is 2.596g / cm³, and the mud content is 3.4%.

[0043] In a preferred solution, the re-stone powder has a particle size of 0-5mm, an appar

Example Embodiment

[0044] Example 2:

[0045] The pavement structure based on the recycled aggregate mixture described in Example 1 is as follows:

[0046] Two layers of recycled aggregate mixture are spread on the compacted soil base to form a sub-base 1 and a base 2, a concrete cushion 3 is poured on both sides of the base 2, and a cement mortar 4 is poured above the concrete cushion 3, and then the vertical teeth 5 are set. Between the vertical teeth 5 on both sides of the base layer 2, from bottom to top, emulsified asphalt permeable layer 6, coarse-grained asphalt concrete 7, medium-grained modified asphalt concrete 8 and asphalt mastic crushed stone mixture 9 are sequentially paved.

Example Embodiment

[0047] Example 3:

[0048] The specific ratio of the sub-base 1 and the base 2 and the cement content are determined through experiments:

[0049] The sub-base layer 1 is paved with 4% cement-stabilized recycled aggregate mixture (the cement content is 4%), and the base layer 2 is paved with 5% cement-stabilized recycled aggregate mixture (the cement content is 5%).

[0050] Specifically, in the sub-base 1, the recycled aggregate mixture is a 4% cement-stabilized recycled aggregate mixture, including:

[0051] Primary aggregate, the particle size is 5mm-37.5mm, the content is 35%, the apparent density is 2.616-2.626g / cm³, and the mud content is 0.5-1.5%;

[0052] Recycled aggregate, particle size is 5mm-37.5mm, content is 25%, apparent density is 2.590-2.611g / cm³, and mud content is 0.7-1.7%;

[0053] Primary stone powder, particle size 0-5mm, content of 25%, apparent density of 2.597g / cm³, and mud content of 3.2%;

[0054] Recycled stone powder, particle size 0-5mm, con

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Abstract

The invention relates to a recycled aggregate mixture which is composed of ordinary Portland cement, recycled aggregate, primary aggregate, primary stone powder and recycled stone powder, and the content of the primary aggregate is 35-43%; the content of the recycled aggregate is 18%-25%, the content of the raw stone powder is 25%-27%, and the content of the regenerated stone powder is 12%-15%. The particle size of the primary aggregate is 5-37.5 mm, the apparent density of the primary aggregate is 2.615-2.627 g/cm < 3 >, and the mud content of the primary aggregate is 0.5-1.5%; the particle size of the recycled aggregate is 5-37.5 mm, the apparent density of the recycled aggregate is 2.590-2.611 g/cm < 3 >, and the mud content of the recycled aggregate is 0.7-1.8%; the particle size of the raw stone powder is 0-5 mm, the apparent density is 2.596-2.597 g/cm < 3 >, the mud content is 3.2-3.4%, the particle size of the regenerated stone powder is 0-5 mm, the apparent density is 2.532-2.531 g/cm < 3 >, and the mud content is 4.7-4.9%. By adopting the mixture and using the recycled aggregate mixture as a road material, various indexes of the road material can meet the standard requirements under the coupling action of long-term bearing load and environmental media, and meanwhile, the recycled aggregate mixture has good use performance and durability.

Description

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Claims

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Application Information

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Owner CHINA GEZHOUBA GROUP NO 5 ENG
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