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WHDF-N type viscosity modifier applicable to self-compacting concrete

A technology of self-compacting concrete and viscosity modifier, applied in the field of self-compacting concrete, to achieve the effects of inhibiting early rapid hydration, improving aggregate interface structure and early hydration heat, and promoting cement hydration degree

Inactive Publication Date: 2017-03-22
武汉天衣新材料有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the conventional practice in the market is through the selection and matching of cementing materials and coarse and fine aggregates and careful mix ratio design. There is no good admixture that can solve the three major problems of fluidity, segregation resistance and filling.

Method used

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  • WHDF-N type viscosity modifier applicable to self-compacting concrete
  • WHDF-N type viscosity modifier applicable to self-compacting concrete
  • WHDF-N type viscosity modifier applicable to self-compacting concrete

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0024] The components and weight percentages of WHDF-N are:

[0025]

[0026] Among them, the crystallization stimulating component is sodium hexametaphosphate, the active stimulating component is vitriol, the tricalcium aluminate inhibiting component is phosphogypsum, the easily adjustable component is sodium naphthalenesulfonate, and the antimicrobial component is urea.

[0027] WHDF-N is formed by mixing and reacting the above components, and its use method is to add it together with the cementitious material during the concrete mixing process.

Embodiment 2

[0029] The components and weight percentages of WHDF-N are:

[0030]

[0031] Among them, the crystallization stimulating component is alum, the active stimulating component is hemihydrate gypsum, the tricalcium aluminate inhibiting component is boric acid, the workability adjusting component is sodium sulfamate, and the antimicrobial component is water glass. Method is with embodiment 1.

Embodiment 3

[0033] The components and weight percentages of WHDF-N are:

[0034]

[0035]

[0036] Among them, the crystallization stimulating component is sodium hexametaphosphate, the active stimulating component is vitriol, the tricalcium aluminate inhibiting component is phosphogypsum, and the easy-to-adjust component is sodium naphthalenesulfonate, and the anti-microbial component is urea. Using method is the same as embodiment 1.

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Abstract

The invention provides a WHDF-N type viscosity modifier applicable to self-compacting concrete. The WHDF-N type viscosity modifier comprises components in percentage by weight as follows: 15%-25% of a crystallization excitation component, 7%-13% of an activity excitation component, 10%-15% of a tricalcium aluminate inhibition component, 6%-14% of a workability regulation component, 2%-6% of an anti-microbe component and 30%-40% of water. Under actions of promoting cement hydration degree, optimizing a hydration product, inhibiting early rapid hydration of tricalcium aluminate, reducing early hydration heat and the like, the WHDF-N type viscosity modifier has the advantages that gel of a system is increased, pores are reduced, an aggregate interface structure and early hydration heat are improved, and the workability and self-compacting performance of a concrete mixture are improved effectively while the crack resistance, impermeability and durability of the concrete are improved remarkably.

Description

technical field [0001] The invention belongs to the technical field of self-compacting concrete, in particular to a WHDF-N type viscosity modifier. Background technique [0002] With the large-scale development of western China, the amount of concrete engineering such as roads and bridges, hydraulic dams, railway facilities, and buildings has increased rapidly, and self-compacting concrete will be more widely used. However, so far, most of the research on self-compacting concrete at home and abroad has focused on the preparation of mixtures and other materials. There are few and unsystematic studies on the mechanical properties of self-compacting concrete. The existing research data are insufficient and discrete. . Therefore, it is very necessary to systematically carry out experimental research on the mechanical properties of self-compacting concrete, which will provide a basis for improving the design specifications of concrete structures in the future. Self-compacting c...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B24/20C04B24/16C04B103/44
CPCC04B40/0039C04B2103/44
Inventor 喻幼卿杨作齐李新玲
Owner 武汉天衣新材料有限公司
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