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Shrinkage-compensating foam concrete for lightweight composite partition board

A foamed concrete and composite partition wall technology, applied in the field of wall materials, can solve the problems of reduced strength, peeling off of panels, different combustion conditions, etc., and achieve the effects of reducing production cost, labor intensity, and shrinkage difference.

Active Publication Date: 2020-02-04
湖北联建新材料有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The mechanical properties of the foam concrete itself are not high. If the internal tensile stress is greater than the ultimate tensile stress of the foam concrete itself, it will cause cracks inside the foam concrete, or even form through cracks, causing the panel to fall off and affecting product quality.
[0004] In order to improve the expansion performance of foamed concrete, the common practice is to add an expansion agent, but it will reduce the strength and increase the cost, and the expansion agent needs to be calcined at high temperature, which consumes a lot of energy; in addition, the raw material components and ratio of the expansion agent are fixed, and cannot be determined according to The project needs reasonable and flexible deployment
[0005] At present, the annual emission of circulating fluidized bed fly ash in my country is about 80 million to 150 million tons. However, due to the different combustion conditions of boilers and ordinary pulverized coal furnaces, compared with ordinary fly ash, it has higher SO3 and free CaO content, and the expansion From the perspective of environmental protection, the solid waste utilization of recycled vulcanized fly ash is imminent

Method used

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  • Shrinkage-compensating foam concrete for lightweight composite partition board

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0023] A shrinkage-compensating foam concrete for lightweight composite partition boards: add 225g of cement, 75g of fluidized bed fly ash, 2g of polyester fiber, 2.4g of sodium silicate, 1.1g of calcium sulfate, 2g of water reducing agent, 2g of hydroxypropyl methyl cellulose ether and 95g of water, stir well to form a cement slurry, then dilute 12g of foaming agent at a ratio of 1:20, the foaming agent is prepared by a foaming machine, and then the prepared foam is added to In the well-stirred cement slurry, foaming is carried out to obtain a foamed concrete slurry. The fluidized bed fly ash is desulfurized ash after desulfurization by spraying calcium in the furnace, and its fineness is 0.045mm and the sieve residue is 5%. The polyester fiber has a length of 40 mm and a breaking strength of 5 cN / dtex. The water reducer is a polycarboxylate high-performance water reducer, the water reducer has a solid content of 30 wt%, and a water reducing rate of 27%.

Embodiment 2

[0025] Add 250g of cement, 80g of fluidized bed fly ash, 2.2g of polyester fiber, 3.2g of sodium silicate, 0.8g of calcium sulfate, 105g of water, 2.3g of water reducing agent, and 1.8g of Brunei gum into the mixer, and stir evenly to form Cement slurry, then dilute 15g of foaming agent according to 1:20, the foaming agent is prepared by foaming machine to produce foam, and then the prepared foam is added to the well-stirred cement slurry for mixing and foaming to obtain foamed concrete slurry body. The fluidized bed fly ash is desulfurized ash after desulfurization by spraying calcium in the furnace, and its fineness is 0.045mm and the sieve residue is 9%. The polyester fiber has a length of 50 mm and a breaking strength of 2 cN / dtex. The water reducer is a high-performance polycarboxylate water reducer, the water reducer has a solid content of 25 wt%, and a water reducing rate of 27%.

Embodiment 3

[0027] Add 160g of cement, 50g of fluidized bed fly ash, 1.5g of polyester fiber, 3g of sodium silicate, 1g of calcium sulfate, 85g of water, 1.5g of water reducing agent, and 1g of methyl cellulose ether into the mixer, and stir evenly to form cement slurry, and then dilute 10g of foaming agent according to 1:20, the foaming agent is prepared by a foaming machine to produce foam, and then the prepared foam is added to the stirred cement slurry, and the foam is mixed to obtain a foam concrete slurry . The fluidized bed fly ash is desulfurized ash after desulfurization by spraying calcium in the furnace, and its fineness is 0.045 mm and the sieve residue is 12%. The polyester fiber has a length of 30 mm and a breaking strength of 3 cN / dtex. The water reducer is a high-performance polycarboxylate water reducer, the water reducer has a solid content of 28 wt%, and a water reducing rate of 27%.

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Abstract

The invention discloses shrinkage-compensating foam concrete for a lightweight composite partition board. The shrinkage-compensating foam concrete is prepared from the following raw materials in parts by weight: 150 to 250 parts of cement, 50 to 100 parts of fluidization bed fly ash, 2 to 4 parts of composite activator, 10 to 15 parts of foaming agent, 1.5 to 3.5 parts of polyester fibers, 1.5 to 2.5 parts of water reducing agent and 1 to 3 parts of thickening agent. The foam concrete has the characteristic of shrinkage compensation; the prepared lightweight composite partition board is high in hardness; a foam concrete layer is not easy to collapse; a composite panel is not easy to fall off; energy conservation and environment friendliness are realized.

Description

technical field [0001] The invention belongs to the field of wall materials, and in particular relates to a novel wall material of a lightweight composite partition wall board. Background technique [0002] Making the foam concrete and the panel into a sandwich composite panel can make the wallboard have good light weight and thermal insulation performance, and at the same time improve the overall mechanical properties of the composite wall material to meet the needs of users. Sandwich composite panels are composite materials, and the materials of each phase must have similar volume change characteristics, such as drying shrinkage properties. For cement-based materials, the drying shrinkage mechanism is related to the internal pores of the cement paste. The dry shrinkage of foamed concrete is relatively large, which mainly comes from the capillary pores and gel pores filled with water in the C-S-H gel in the cement paste. The dry shrinkage value of calcium silicate board a...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/02C04B38/02C04B111/40
CPCC04B28/02C04B2111/40C04B2201/50C04B18/08C04B16/0683C04B22/00C04B22/143C04B2103/302C04B24/383C04B38/02C04B2103/0045
Inventor 陈健周晓阳
Owner 湖北联建新材料有限公司
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