Low-shrinkage and low-viscosity high-strength concrete

A high-strength concrete, low-viscosity technology, applied in the field of high-strength concrete, can solve the problems of high viscosity and difficulty in conveying concrete, and achieve the effects of good processing and casting performance, high strength and hardness, and improved mechanical properties.

Inactive Publication Date: 2019-03-08
王斐
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Such as Chinese patent CN108947566A "a kind of low-shrinkage low-viscosity high-strength concrete", using fiber to reduce concrete shrinkage cracks, reducing concrete shrinkage cracks, but causing difficulties in concrete delivery; using mineral powder to increase the strength of concrete, but its technology has not yet solved the problem of high sticky problem

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0020] The present embodiment proposes a low-shrinkage low-viscosity high-strength concrete, comprising the following raw materials in parts by weight: 79 parts of microbeads, 76 parts of pottery sand , 51 parts of cement , 44 parts of mineral powder , Ultrafine slag silica fume 42 parts , Carbon fiber 27 parts , 27 parts of fiber tendon, 13 parts of composite foaming agent, 7 parts of superplasticizer, and the balance is water;

[0021] Its preparation method comprises the following steps:

[0022] S1: First, the microbeads, pottery sand, and cement of the above parts by weight are successively added to the mixer, water is added and stirred at 30°C for 15 minutes, then mineral powder, ultrafine slag silica fume, and carbon fiber are added successively and stirred for 25 minutes to obtain a mixture Liquid A;

[0023] S2: the fiber tendon of above weight portion is joined in pulverizer, pulverizes 32min with the speed of 110r / min, then joins in mixed solution A and stirs, ...

Embodiment 2

[0026] The present embodiment proposes a low-shrinkage low-viscosity high-strength concrete, comprising the following raw materials in parts by weight: 84 parts of microbeads, 85 parts of pottery sand , 54 parts of cement , Mineral powder 53 parts , Ultrafine slag silica fume 47 parts , Carbon fiber 32 parts , 32 parts of fiber tendons, 18 parts of composite foaming agent, 9 parts of high-efficiency water reducer, and the balance is water;

[0027] Its preparation method comprises the following steps:

[0028] S1: Add the above-mentioned microbeads, pottery sand, and cement into the mixer in sequence, add water and stir for 17 minutes at 33°C, then add mineral powder, ultrafine slag silica fume, and carbon fiber in turn and stir for 27 minutes to obtain a mixture. Liquid A;

[0029] S2: Add the fiber tendons in the above parts by weight into a pulverizer, pulverize at a speed of 125r / min for 35min, then add it into the mixed solution A and stir evenly to obtain the mixed ...

Embodiment 3

[0032] This embodiment proposes a low-shrinkage low-viscosity high-strength concrete, including the following raw materials in parts by weight: 91 parts of microbeads, 86 parts of pottery sand , 62 parts of cement , Mineral powder 57 parts , Ultrafine slag silica fume 55 parts , Carbon fiber 37 parts , 37 parts of fiber tendon, 27 parts of composite foaming agent, 17 parts of superplasticizer, and the balance is water;

[0033] Its preparation method comprises the following steps:

[0034] S1: Add the above-mentioned microbeads, pottery sand, and cement to the mixer in sequence, add water and stir for 20 minutes at 37°C, then add mineral powder, ultrafine slag silica fume, and carbon fiber and stir for 30 minutes to obtain a mixed solution A;

[0035] S2: Add the fiber tendons in the above parts by weight into a pulverizer, pulverize at a speed of 135r / min for 45min, then add it into the mixed solution A and stir evenly to obtain the mixed solution B;

[0036] S3: Add co...

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Abstract

The invention discloses low-shrinkage and low-viscosity high-strength concrete. The low-shrinkage and low-viscosity high-strength concrete is prepared from the following raw materials in parts by weight: 80 to 95 parts of microsphere, 75 to 90 parts of pottery sand, 50 to 65 parts of cement, 45 to 60 parts of mineral powder, 40 to 55 parts of ultrafine slag silicon ash, 25 to 40 parts of carbon fiber, 25 to 40 parts of fiber bar, 15 to 30 parts of a compound foaming agent, 5 to 20 parts of an efficient water reducing agent and the balance of water; a preparation method of the low-shrinkage andlow-viscosity high-strength concrete comprises the following steps: adding the microsphere, the pottery sand and the cement into a stirring machine in sequence according to the weight part; then adding the mineral powder, the ultrafine slag silicon ash and the carbon fiber in sequence and stirring for 20 to 35min to obtain a mixed solution A; adding the fiber bar into a crushing machine accordingto the weight part and crushing; then adding into the mixed solution A to obtain a mixed solution B; adding the compound foaming agent, the efficient water reducing agent and the water into the mixedsolution B in sequence; foaming and naturally airing at 135 to 140 DEG C to obtain the low-shrinkage and low-viscosity high-strength concrete. According to the low-shrinkage and low-viscosity high-strength concrete, concrete shrinkage cracks are reduced by adopting the fibers; the microspheres are used for improving the viscosity of the ultrahigh-strength concrete and the flowability is improved;the high-strength concrete can be widely applied to the field of construction engineering and has good performance.

Description

technical field [0001] The invention relates to the technical field of high-strength concrete, in particular to low-shrinkage, low-viscosity high-strength concrete. Background technique [0002] As a new building material, high-strength concrete has been widely used in high-rise building structures, long-span bridge structures and some special structures due to its advantages of high compressive strength, strong deformation resistance, high density and low porosity. application. The biggest feature of high-strength concrete is its high compressive strength, which is generally 4 to 6 times that of ordinary-strength concrete, so the cross-section of components can be reduced, so it is most suitable for high-rise buildings. The test shows that under the condition of certain axial compression ratio and proper hoop ratio, the high strength concrete frame column has better seismic performance 。 Moreover, the size of the section of the column is reduced, the self-weight is reduce...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/00C04B38/10
CPCC04B28/00C04B18/082C04B18/023C04B18/12C04B18/146C04B14/386C04B20/0048C04B12/04C04B2103/302C04B38/10
Inventor 王斐李典李政委
Owner 王斐
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