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Preparation method of super basic residue engineering soil

A technology of engineering soil and super alkali, applied in the direction of sustainable waste treatment, solid waste management, climate sustainability, etc., can solve the problems of occupying a large construction site and low bearing capacity of engineering soil, and achieve a large amount of alkali slag consumption , simple process, low cost of alkali slag treatment

Inactive Publication Date: 2011-04-20
乔希海
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Alkali slag is the industrial waste produced during the production of soda ash by ammonia-soda method. At present, the treatment and utilization technology of alkali slag has made great progress in recent years. For example, Chinese patent CN95106293. A method for preparing slag engineering soil, but this method requires long-term natural drying, dehydration and solidification, not only needs to occupy a large amount of construction sites, but also is not suitable for use in areas with humid weather due to climate constraints, and as in Chinese patent CN95108024.5, drying The method for processing the engineering soil made of alkali slag also discloses a preparation method of the alkali slag engineering soil. This method does not need to be completely dried and solidified, but the bearing capacity of the engineering soil prepared by this method is too low, generally less than 1MPa, which cannot meet needs of existing projects

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0013] The alkali slag and fly ash are uniformly mechanically stirred according to the ratio of 1:0.1, and the water content is reduced to 47% after natural drying to obtain the alkali slag engineering soil coarse material, and then the alkali slag engineering soil coarse material, Cement and lime are mixed according to the ratio of 1:0.20:0.05, and after they are uniform, the raw material of alkali slag engineering soil is obtained.

[0014] The above-mentioned made alkali slag engineering soil raw material is laid in layers according to the thickness of 0.25cm, and its laying total thickness is 1.5 meters, and adopts 15 tons of vibratory road rollers to carry out mechanical rolling at each layer to make alkali slag engineering soil, Carry out load test and test on it, its bearing capacity is 3.2MPa.

Embodiment 2

[0016] The alkali slag and fly ash are uniformly mechanically stirred according to the ratio of 1:0.15, and the water content is reduced to 55% after natural drying to obtain the alkali slag engineering soil coarse material, and then the alkali slag engineering soil coarse material, Cement and lime are mixed according to the ratio of 1:0.15:0.1, and after being uniform, the raw material of alkali slag engineering soil is obtained.

[0017] The above-mentioned made alkali slag engineering soil raw material is laid in layers according to the thickness of 0.27cm, and its laying total thickness is 1 meter, and adopts 15 tons of vibratory road rollers to carry out mechanical rolling at each layer to make alkali slag engineering soil, Carry out load test and test on it, its bearing capacity is 2.9MPa.

Embodiment 3

[0019] The alkali slag and fly ash are uniformly mechanically stirred according to the ratio of 1:0.2, and the water content is reduced to 49% after natural drying to obtain the alkali slag engineering soil coarse material, and then the alkali slag engineering soil coarse material, Cement and lime are mixed according to the ratio of 1:0.17:0.08, and after they are uniform, the raw material of alkali slag engineering soil is obtained.

[0020] The above-mentioned made alkali slag engineering soil raw material is laid in layers according to the thickness of 0.29cm, and its laying total thickness is 1.3 meters, and adopts 15 tons of vibratory road rollers to carry out mechanical rolling at each layer to make alkali slag engineering soil, Carry out load test and test on it, its bearing capacity is 3.2MPa.

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Abstract

The invention provides a preparation method of super basic residue engineering soil. Each material is in percentage by weight, and the preparation method comprises the following steps of: (1) mixing and agitating basic residue and coal ash according to 1:0.15-0.2, and airing until the moisture content becomes 47-55% to prepare coarse super basic residue engineering soil; (2) mixing and agitating the super basic residue engineering soil material, cement and lime according to 1:0.2:0.05 or 1:0.15:0.1 to prepare a crude basic residue engineering soil material; (3) laying the crude basic residue engineering soil material according to the thickness of 0.25-0.35 cm layer by layer, and carrying out rolling compaction; and (4) repeating the step (3) until reaching the total thickness requirement of laying to prepare the super basic residue engineering soil. The invention has the advantages of simple process, large basic residue consumption, low basic residue treatment cost and no need of long-term drying because of the technical scheme.

Description

technical field [0001] The invention relates to the field of resource recovery and utilization of industrial waste, in particular to a preparation method of alkali slag engineering soil. Background technique [0002] Alkali slag is the industrial waste produced during the production of soda ash by the ammonia-alkali method. At present, the treatment and utilization technology of alkali slag has made great progress in recent years. For example, Chinese patent CN95106293. A method for preparing slag engineering soil, but this method requires long-term natural drying, dehydration and solidification, not only needs to occupy a large amount of construction sites, but also is not suitable for use in areas with humid weather due to climate constraints, and as in Chinese patent CN95108024.5, drying The method for processing engineering soil made of alkali slag also discloses a preparation method of engineering soil for alkali slag. This method does not need to be completely dried an...

Claims

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Application Information

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IPC IPC(8): C04B28/10C04B18/30
CPCY02W30/91
Inventor 乔希海
Owner 乔希海
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