Viscosity modifier for high or ultrahigh-strength concrete

A technology of ultra-high-strength concrete and viscosity modifier, which is used in the field of high-strength or ultra-high-strength concrete viscosity modifier, can solve the problems of high-strength or ultra-high-strength concrete viscosity, reduce concrete viscosity, low cost, etc. The effect of reducing viscosity and reducing dosage

Active Publication Date: 2013-06-12
JIANGSU SOBUTE NEW MATERIALS +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to propose a high-strength or ultra-high-strength concrete viscosity modifier, which can effectively reduce the viscosity of concrete, and also has the advantages of less dosage, low cost and low impact on strength. Features such as no impact

Method used

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  • Viscosity modifier for high or ultrahigh-strength concrete
  • Viscosity modifier for high or ultrahigh-strength concrete
  • Viscosity modifier for high or ultrahigh-strength concrete

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0031] A high-strength or ultra-high-strength concrete viscosity modifier, which is made by mixing the following substances according to mass percentage:

[0032] Silica fume 3%

[0033] Fly Ash 15%

[0034] Calcium Sulfate 2%

[0035] Limestone powder 80%;

[0036] Among them, the average particle diameter of the limestone powder is 3.6 μm.

Embodiment 2

[0038] A high-strength or ultra-high-strength concrete viscosity modifier, which is made by mixing the following substances according to mass percentage:

[0039] Silica fume 10%

[0040] Fly Ash 20%

[0041] Calcium Oxide 2%

[0042] Quartz powder 68%;

[0043] Among them, the average particle size of the quartz powder is 2.4 μm.

Embodiment 3

[0045] A high-strength or ultra-high-strength concrete viscosity modifier, which is made by mixing the following substances according to mass percentage:

[0046] Silica fume 2%

[0047] Fly Ash 15%

[0048] Sodium carbonate 3%

[0049] Ultrafine Mineral Powder 25%

[0050] Limestone powder 55%;

[0051] Among them, the average particle size of ultrafine mineral powder is 6.9 μm, and the average particle size of limestone powder is 5.1 μm.

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Abstract

The invention relates to a viscosity modifier for high or ultrahigh-strength concrete. The viscosity modifier comprises the following substances in percentage by weight: 2-10% of silica fume, 10-20% of pulverized coal ash, 2-3% of exciting agent and 67-86% of ultrafine powder. The viscosity modifier added into the high or ultrahigh-strength concrete at a ratio of 10-30% can reduce the viscosity of the concrete by 25-60%. By optimizing the particle size distribution of cementitious materials, the bulk density can be increased, the thicknesses of water film layers on the surfaces of particles in a cementitious system can be increased, the adsorption efficiency of a water reducing agent can be improved, the use amount of the water reducing agent can be reduced, and the viscosity of an aqueous solution in concrete can be lowered. Due to the morphology of powder particles and the action of charges on the surfaces of the powder particles, the interaction force of the particles can be reduced, the viscosity of the concrete can be lowered, and the strength of the concrete can not be affected. The viscosity modifier can be also used for a mortar system with low water-cement ratio.

Description

technical field [0001] The invention relates to an auxiliary agent for building materials, which belongs to the category of concrete admixtures, in particular to a concrete viscosity regulator capable of significantly reducing the viscosity of high-strength or ultra-high-strength concrete. Background technique [0002] With the continuous expansion of the scale of civil engineering and the continuous improvement of the level of science and technology, some important buildings with high-rise large-span and special functional requirements continue to appear, such as skyscrapers, super-long-span bridges and giant water conservancy projects. High strength, better durability, and better stability, these demands have led to the gradual development of concrete from ordinary to high performance and even ultra-high performance. The improvement of concrete strength is mainly achieved by reducing the water-binder ratio, which also leads to higher viscosity of concrete, causing a series...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B22/14C04B22/10C04B22/06
Inventor 刘加平张倩倩刘建忠周华新崔巩
Owner JIANGSU SOBUTE NEW MATERIALS
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