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Building solid waste mixed cement soil

A technology of mixing cement and construction, which is applied in the field of civil engineering and construction materials, can solve problems such as waste of land resources and soil resources, difficulty in forming piles for foundation pit support, curtain walls, and uneven mixing in the operating space, so as to save resources and waste Cost reduction, good curing effect

Inactive Publication Date: 2021-04-09
CHINA CONSTR FIRST BUILDING GRP CORP LTD +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

For the backfilling of narrow and ultra-deep foundation pits, especially deep foundation pits with overhanging structures or complex support structures, it is difficult to achieve the ideal backfilling effect with 28 ash soil and notoginseng ash soil, which often causes the backfill soil to sink and cause serious damage. quality problems
For foundation treatment, the deep mixing method is mostly used. After adding cement and other curing agents to the in-situ soil, it is forced to stir to combine with the soil to improve the strength. However, due to the lack of flow and operating space, this in-situ mixing And mechanical equipment and other reasons are unevenly mixed, resulting in low strength after treatment, and it is more difficult to form piles for foundation pit support curtain walls
[0004] On the other hand, in the foundation treatment of various projects such as urban roads and housing constructions, the excavated and replaced soil and dregs can reach as high as one billion or billions of cubic meters per year. Most of the soil has not been effectively recycled and utilized, but is regarded as waste piled up and discarded, thus causing a lot of waste of land resources and soil resources, and easily causing secondary pollution to the surrounding environment

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0026]Embodiment 1: Take the natural silty clay excavated from the foundation trench as the main material, with a water content of 14%, and take the soil solidifying agent as the secondary material. Acid mineral clinker), activator (using sulfoaluminate and calcium hydroxide), the soil is transported to the mixer through the transmission of ground machinery, and at the same time, the soil curing agent is mixed with a certain proportion of water to form a slurry and also transported In the mixer, through the uniform stirring of the mixer, a building material with fluidity and a certain strength is formed after hardening; the mass percentage of the pre-mixed fluid solidified soil in this embodiment 1 is: 90% of soil, and the solidified soil 10% agent (8% active silicon-aluminum substance, 2% activator), the amount of water is 15% of the total mass of soil and curing agent, the slump of the solidified soil after uniform stirring is 180mm; compressive strength test Data: The curin...

Embodiment 2

[0027] Embodiment 2: take the natural silty clay excavated from the foundation trench as the main material, with a water content of 15%, and take the soil solidifying agent as the secondary material, and the soil solidifying agent is made of active silicon-aluminum substances (using finely ground coal gangue, ground steel slag, ground slag, fly ash mixture), activator (using sulfoaluminate and derivatives), crystallization inducer (using ultrafine calcium carbonate powder), the soil is transported to the In the mixer, at the same time, the soil solidifying agent and a certain proportion of water are mixed to form a slurry that is also transported to the mixer, and through the uniform stirring of the mixer, a building material with fluidity and a certain strength after hardening is formed; The mass percentage of the composition material of the fluidized solidified soil is: soil 77%, soil solidifying agent 23% (wherein active silicon-aluminum substance 15%, activator 3%, crystall...

Embodiment 3

[0028] Embodiment 3: take the natural silty clay and sandy soil excavated from the road as the main material, sand content 20% in the soil, water content 17%, take the soil solidifying agent as the secondary material, and the soil solidifying agent consists of Active silicon-aluminum material (mixed with high-temperature calcined silicate mineral clinker, finely ground coal gangue, and fly ash), activator (using sulfoaluminate and derivatives), crystallization inducer (using ultra-fine carbonic acid Calcium powder), dispersant (using naphthalene sulfonate formaldehyde condensate), micro-expansion agent (calcined magnesium oxide and calcium oxide), the soil is transported to the mixer through the transmission of ground machinery, and the soil is solidified at the same time Agent and a certain proportion of water are mixed to form a slurry that is also transported to the mixer, and through the uniform stirring of the mixer, a building material with fluidity and a certain strength...

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Abstract

The invention discloses building solid waste mixed cement soil, which comprises building solid waste, soil and a soil body curing agent; according to the building solid waste mixed cement soil, inorganic nonmetal building solid waste and soil which are obtained nearby are used as main materials, the soil body curing agent is used as a secondary material, a certain proportion of water is added, and then through ground mechanical transmission and uniform stirring, a building material with fluidity and certain strength after hardening is formed, and the material can be widely applied to foundation reinforcement, groove backfill, roadbeds, foundation pit supporting curtain walls and mine goaf backfill; the composition and dosage are determined and adjusted according to different requirements of the component properties of soil and the strength of finished products.

Description

technical field [0001] The invention relates to a civil construction material, in particular to a construction solid waste mixed cement soil. Background technique [0002] At present, my country's urbanization is becoming more and more intensive, and the construction waste generated by construction construction is increasing day by day. The amount of construction waste in China has accounted for more than 1 / 3 of the total urban waste. The vast majority of construction waste is transported to the suburbs or villages without any treatment, and is piled up in the open air or landfilled, consuming a lot of high-quality land. [0003] Moreover, in the process of urban construction, we often encounter the problem of backfilling of narrow and ultra-deep foundation pits, as well as the processing needs of soil improvement and reinforcement, such as weak foundation treatment, roadbed reinforcement, etc. In response to these construction requirements, there are certain limitations in...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/00C04B28/26C04B14/10C04B18/16
CPCC04B28/00C04B28/26C04B14/10C04B18/16C04B2201/50C04B14/04C04B22/148C04B22/064C04B22/002C04B18/12C04B18/142C04B18/141C04B18/08C04B14/28C04B24/22C04B22/062C04B22/066C04B22/143C04B22/147C04B14/06C04B20/0048Y02W30/91
Inventor 丁磊王学彬刘晨柴春仲王伟贾宁孙训海张劲秋
Owner CHINA CONSTR FIRST BUILDING GRP CORP LTD
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