Mud-resisting agent composition applied to concrete

A technology of concrete and anti-sludge agent, applied in the field of building admixtures, can solve the problems of high price of cationic monomer, high sand and gravel, difficult to play a role, etc., to achieve outstanding cost advantages and economic benefits, to prepare a wide range of raw materials, and to improve fluidity Effect

Active Publication Date: 2017-05-31
SHANGHAI SUNRISE POLYMER MATERIAL CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Excessive mud content in the sand and gravel can easily lead to a sharp drop in the fluidity of the concrete, which not only affects the construction, but also causes the concrete to fail to meet the design requirements, resulting in a series of appearance and quality problems
[0003] The current research shows that the high mud content of sand and gravel leads to the decrease of concrete fluidity, mainly because the concrete admixture that plays a dispersive role is absorbed into the clay in the mud, especially the polycarboxylate superplasticizer, the polycarboxylate superplasticizer in its molecular structure The ether side chain is very easy to intercalate with the montmorillonite in the clay, causing the superplasticizer to be consumed by the clay and making it difficult to function, seriously affecting the constructability of the concrete
At present, there are also some patent reports on the research on anti-mud agents, such as patent CN105924026A, which reports a kind of anti-mud small material for compounding polycarboxylate water reducer, which uses sodium pyrosulfite, sodium hexametaphosphate, sodium tripolyphosphate, sodium nitrate, etc. The composition of inor

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0019] 30 g of lauryl dimethyl betaine and 20 g of N-2-hydroxypropyl-trimethylammonium chloride chitosan were dissolved in 50 g of water to obtain anti-mud agent composition KN-1.

Embodiment 2

[0021] 15g Cocamidopropyl Hydroxysultaine, 25g take 3-chloro-2 hydroxypropyltrimethyl ammonium chloride as the modified starch quaternary ammonium salt dissolved in 60g water to obtain the concrete anti-mud agent composition KN-2.

Embodiment 3

[0023] Dissolve 35g of phosphobetaine and 15g of N-2-hydroxypropyl-trimethylammonium chloride chitosan in 50g of water to obtain the concrete anti-mud agent composition KN-3.

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PUM

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Abstract

The invention discloses a mud-resisting agent composition applied to concrete. The mud-resisting agent composition comprises the following components: 10-70% of glycine betaine and derivative thereof, 10-70% of quaternary ammonium salt derivative and 0-80% of water. When the mud-resisting agent composition is applied to high-mud concrete, the intercalation reaction of polycarboxylic acid water reducer in the clay can be effectively reduced; high workability and working retainability of the concrete can be maintained; compared with the existing mud-resisting agent, the concrete mud-resisting agent composition is high in cost performance.

Description

technical field [0001] The invention belongs to the technical field of building admixtures, and relates to an anti-mud agent composition for concrete. Background technique [0002] Concrete is currently the most widely used building material. With the construction of domestic infrastructure, a large amount of sand and gravel aggregates have been consumed, resulting in a gradual decline in the quality of current concrete raw materials. Among them, the mud content of sand and gravel has always been a headache in construction. one question. Excessive mud content in the sand and gravel will easily lead to a sharp drop in the fluidity of the concrete, which not only affects the construction, but also causes the concrete to fail to meet the design requirements, resulting in a series of appearance and quality problems. [0003] The current research shows that the high mud content of sand and gravel leads to the decrease of concrete fluidity, mainly because the concrete admixture t...

Claims

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Application Information

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IPC IPC(8): C04B24/38C04B24/12C04B28/02
CPCC04B28/02C04B40/0039C04B24/121C04B24/38C04B24/123C04B24/122C04B18/08C04B14/06C04B14/02
Inventor 王绍华冯中军徐健傅乐峰
Owner SHANGHAI SUNRISE POLYMER MATERIAL CO LTD
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