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Machine-made sand self-leveling concrete

A technology of self-leveling concrete and machine-made sand, applied in the field of building materials, can solve the problems of increased risk of concrete cracking, increased concrete gel content, poor concrete impermeability, etc., so as to improve physical structure and increase cohesion performance. , the effect of enhancing the density

Inactive Publication Date: 2012-08-01
JIANGSU MINGHE GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] However, the use of large amounts of mineral admixtures will further reduce the Ca(OH) in concrete 2 Concentration, if the impermeability of concrete is poor, CO 2 Such environmentally harmful media can easily enter the interior of the concrete, resulting in carbonation of the concrete and corrosion of steel bars.
Moreover, the use of large amounts of mineral admixtures increases the gel content in concrete, increases the shrinkage of concrete to a certain extent, and further increases the risk of concrete cracking

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0035] 100 parts of cement, 40 parts of fly ash, 30 parts of mineral powder, 2 parts of polycarboxylate superplasticizer, 5 parts of expansion agent, 0.002 part of defoamer, 0.001 part of air-entraining agent, 5 parts of polyacrylamide, machine-made sand 320 parts, 320 parts of gravel, and 65 parts of water are mixed and stirred.

[0036] The above cement is PO42.5R cement, the fly ash is Class I fly ash, the mineral powder is S95 water-quenched granulated blast furnace slag powder, and the polycarboxylate superplasticizer is a mixture of polyester and polyether. The mass fraction ratio is 2:8, and the solid content is 20%. The expansion agent is a sulfoaluminate type expansion agent, the defoamer is a silicone type defoamer, and the air-entraining agent is a triterpene saponin type air-entraining agent. The molecular weight range of polyacrylamide is 10000-80000, the fineness modulus of machine-made sand is 2.4-2.9, and the powder content is 8-15%. The gravel is 5-20mm grav...

Embodiment 2

[0043] 100 parts of cement, 50 parts of fly ash, 30 parts of mineral powder, 2 parts of polycarboxylate superplasticizer, 6 parts of expansion agent, 0.002 part of defoamer, 0.001 part of air-entraining agent, 5 parts of polyacrylamide, machine-made sand 330 parts, 330 parts of gravel, and 68 parts of water are mixed and stirred.

[0044] The above cement is PO42.5R cement, the fly ash is Class I fly ash, the mineral powder is S95 water-quenched granulated blast furnace slag powder, and the polycarboxylate superplasticizer is a mixture of polyester and polyether. The mass fraction ratio is 2:8, and the solid content is 20%. The expansion agent is a sulfoaluminate type expansion agent, the defoamer is a silicone type defoamer, and the air-entraining agent is a triterpene saponin type air-entraining agent. The molecular weight range of polyacrylamide is 10000-80000, the fineness modulus of machine-made sand is 2.4-2.9, and the powder content is 8-15%. The gravel is 5-20mm grav...

Embodiment 3

[0051] 100 parts of cement, 60 parts of fly ash, 40 parts of mineral powder, 2.5 parts of polycarboxylate superplasticizer, 6 parts of expansion agent, 0.002 part of defoamer, 0.001 part of air-entraining agent, 6 parts of polyacrylamide, machine-made sand 350 parts, 350 parts of gravel, and 75 parts of water are mixed and stirred.

[0052] The above cement is PO42.5R cement, the fly ash is Class I fly ash, the mineral powder is S95 water-quenched granulated blast furnace slag powder, and the polycarboxylate superplasticizer is a mixture of polyester and polyether. The mass fraction ratio is 2:8, and the solid content is 20%. The expansion agent is a sulfoaluminate type expansion agent, the defoamer is a silicone type defoamer, and the air-entraining agent is a triterpene saponin type air-entraining agent. The molecular weight range of polyacrylamide is 10000-80000, the fineness modulus of machine-made sand is 2.4-2.9, and the powder content is 8-15%. The gravel is 5-20mm gr...

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Abstract

The invention discloses machine-made sand self-leveling concrete, which comprises the following components in parts by mass: 100 parts of cement, 40-60 parts of fly ash, 20-40 parts of mineral powder, 0.5-3 parts of polycarboxylic water reducer, 3-8 parts of expanding agent, 0.0004-0.02 parts of anti-foaming agent, 0.0006-0.01 parts of air entraining agent, 3-8 parts of polyacrylamide, 250-350 parts of machine-made sand, 250-350 parts of gravels and 50-80 parts of water. According to the concrete, the working performance of the machine-made sand self-leveling concrete is improved by using flow performance and a thickening effect of the polyacrylamide. The shrinkage of the machine-made sand self-leveling concrete is reduced by combining the water entraining performance of the polyacrylamide with use of the sulphoaluminate type expanding agent. The polyacrylamide is used as a flexible intermediate in hardened concrete, so that the internal stress of the concrete is relieved, and the anti-crack performance of the concrete is improved. No silica fume is used in the concrete, so that the physical health of the operating personnel is guaranteed.

Description

technical field [0001] The invention relates to the field of building materials, in particular to self-leveling concrete prepared with machine-made sand. Background technique [0002] Self-leveling concrete is concrete that can achieve self-leveling and dense molding by its own gravity without vibrating (or slightly vibrating) during pouring. It has good fluidity, segregation resistance, filling and good steel gap passing performance, as well as good mechanical properties and durability, which can reduce and prevent structural segregation and quality accidents due to poor vibration. [0003] When self-leveling concrete is formulated, it mainly solves the contradiction between fluidity and separation resistance, so as to improve the gap passing ability and filling performance of concrete. Therefore, in practical application, self-leveling concrete has high requirements on the particle shape and physical grade of various materials. Compared with conventional self-leveling co...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B24/26
Inventor 臧军焦建明田长安
Owner JIANGSU MINGHE GRP
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