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A large fluidity and high resistance to dispersion cast-in-situ pile concrete containing machine-made sand and dust-collecting stone powder

A technology of machine-made sand and cast-in-place piles, which is applied in the field of building materials, can solve the problems of high glue consumption and difficulty in using dust-collected stone powder on site, so as to improve work performance, solve the shortage of fly ash resources, and reduce the glue consumption. Effect

Active Publication Date: 2022-12-02
JIANGXI PROVINCIAL TRANSPORTATION ENG GRP
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] In view of this, the present invention uses the dust-collecting stone powder in the dry production of machine-made sand as a raw material, and uses it to prepare cast-in-situ pile concrete, so as to solve the problem of the high amount of concrete glue used in existing cast-in-situ piles and the difficulty in producing dust-collecting stone powder by the dry method of machine-made sand. The problem of local use

Method used

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  • A large fluidity and high resistance to dispersion cast-in-situ pile concrete containing machine-made sand and dust-collecting stone powder
  • A large fluidity and high resistance to dispersion cast-in-situ pile concrete containing machine-made sand and dust-collecting stone powder
  • A large fluidity and high resistance to dispersion cast-in-situ pile concrete containing machine-made sand and dust-collecting stone powder

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preparation example Construction

[0034] In the present invention, the preparation method of the modified machine-made sand dust collecting stone powder comprises the following steps:

[0035] (1) Mix the co-solvent with water to obtain a mixed solution;

[0036] (2) Spray the mixed solution on the surface of the machine-made sand dust-collecting stone powder, mix it, then age, dry, and ball mill to obtain the modified machine-made sand dust-collecting stone powder.

[0037]In the present invention, the co-solvent is a mixture of triisopropanolamine and triethanolamine; the mass ratio of triisopropanolamine and triethanolamine is preferably 2 to 3:1, more preferably 2.5:1; The dosage of the above-mentioned co-solvent is preferably 0.15-0.20% of the dosage of the dust-collecting stone powder of the machine-made sand.

[0038] In the present invention, the machine-made dust-collecting stone powder is preferably one or more of limestone powder, marble powder, granite stone powder, basalt stone powder, and quartz...

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Abstract

The invention belongs to the technical field of building materials. The invention discloses a large-fluid high-dispersion-resistant pouring pile concrete containing machine-made sand and dust-collecting stone powder. The invention uses triisopropanolamine and triethanolamine as dispersion and ion-promoting solvents. Through the aging process, the triisopropanolamine and triethanolamine are strongly adsorbed on the surface of the machine-made sand dust collection stone powder, and the reactivity of the machine-made sand dust collection stone powder is improved, and then the mechanical force is used to activate the triisopropanolamine and triethanolamine and the dissolved calcium, The complex chemical bonds between silicon ions improve the dispersion of stone powder particles. When it is used to prepare cast-in-situ pile concrete, the calcium and silicon plasma in the modified dust-collecting stone powder participate in the hydration of cement and improve the strength of concrete. In addition, the compounding and mixing of nano-silica in the present invention promotes cement hydration, and can effectively improve the cohesion and water retention of the prepared pouring pile concrete, thereby greatly improving its underwater dispersion resistance. It is of great significance for the preparation of pouring pile concrete with large fluidity and high dispersion resistance.

Description

technical field [0001] The invention relates to the technical field of building materials, in particular to a pouring pile concrete with large fluidity and high dispersion resistance containing machine-made sand and dust-collecting stone powder. Background technique [0002] The construction of underwater cast-in-place piles is a method of pouring concrete through the conduit and relying on the concrete's own weight to form a dense body. The depth of the pile foundation of highway and railway bridges is generally more than 20m, and the pile foundation depth of some river-crossing bridges can exceed 100m. In order to ensure the quality of underwater concrete pouring piles, in addition to the strength, impermeability, and durability of the prepared concrete, the mixture should have high cohesion, anti-dispersion, and anti-segregation capabilities, and can self-flow underwater Flat and self-compacting to form homogeneous and dense concrete, preventing the quality of the pile bo...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04C04B20/02C04B18/12C04B111/70
CPCC04B28/04C04B20/023C04B2111/70C04B2201/52C04B18/08C04B18/12C04B14/048C04B14/062C04B2103/302Y02W30/91
Inventor 徐志华邓俊双汪晓红李希友刘信才李广余辉
Owner JIANGXI PROVINCIAL TRANSPORTATION ENG GRP
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