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An expansion agent and concrete technology, applied in the field of concrete expansion agent, can solve unsatisfactory problems and achieve the effect of increasing market value, increasing activity, and good expansion effect
Active Publication Date: 2017-01-04
GUILIN HUAYUE ENVIRONMENTAL PROTECTION TECH CO LTD
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Problems solved by technology
Although it can obtain a certain strength and the ability to compensate for shrinkage, it is still unsatisfactory
Method used
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Embodiment 1
[0046] A concrete expansion agent, which is made of the following components in proportion by weight: 12 parts of calcium aluminosilicate, 25 parts of calcium sulfoaluminate, 7 parts of iron sulfate, 22 parts of sulfur-fixed waste residue, 18 parts of red mud, modified 7 parts of calcium oxide, 5 parts of magnesium oxide, 6 parts of sodium methyl silicate, 4 parts of triethanolamine, 0.2 parts of azodicarbonamide, 0.6 parts of sodium gluconate, 3 parts of sodium lauryl sulfate, 0.5 parts of polyethylene glycol 2 parts, polycarboxylate superplasticizer 2 parts, modified pyrophyllite powder 4 parts, nano calcium carbonate 2 parts.
Embodiment 2
[0048] A concrete expansion agent, which is made of the following components in proportion by weight: 10 parts of calcium aluminosilicate, 20 parts of calcium sulfoaluminate, 5 parts of iron sulfate, 20 parts of sulfur-fixing waste residue, 15 parts of red mud, modified 6 parts of calcium oxide, 4 parts of magnesium oxide, 4 parts of sodium methyl silicate, 3 parts of triethanolamine, 0.1 part of azodicarbonamide, 0.5 parts of sodium gluconate, 2 parts of sodium lauryl sulfate, 0.4 parts of polyethylene glycol 1 part, 1 part of polycarboxylate superplasticizer, 2 parts of modified pyrophyllite powder, 1 part of nano calcium carbonate.
Embodiment 3
[0050] A concrete expansion agent, which is made of the following components in proportion by weight: 15 parts of calcium aluminosilicate, 30 parts of calcium sulfoaluminate, 9 parts of iron sulfate, 25 parts of sulfur-fixing waste residue, 20 parts of red mud, modified 8 parts of calcium oxide, 6 parts of magnesium oxide, 8 parts of sodium methyl silicate, 5 parts of triethanolamine, 0.3 parts of azodicarbonamide, 0.7 parts of sodium gluconate, 4 parts of sodium lauryl sulfate, 0.6 parts of polyethylene glycol 3 parts, 3 parts of polycarboxylate superplasticizer, 6 parts of modified pyrophyllite powder, 3 parts of nano calcium carbonate.
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Abstract
The invention discloses a concrete expanding agent. The concrete expanding agent is prepared from, by weight, 10-15 parts of calcium silicoaluminate, 20-30 parts of calcium sulphoaluminate, 5-9 parts of ferric sulfate, 20-25 parts of sulfur-fixing waste residues, 15-20 parts of red mud, 6-8 parts of modified calcium oxide, 4-6 parts of magnesium oxide, 4-8 parts of sodium methyl silicate, 3-5 parts of triethanolamine, 0.1-0.3 part of azodicarbonamide, 0.5-0.7 part of sodium gluconate, 2-4 parts of sodium laurylsulfate, 0.4-0.6 part of polyethylene glycol, 1-3 parts of polycarboxylate superplasticizer, 2-6 parts of modified pyrophillite powder and 1-3 parts of nano calcium carbonate. The concrete expanding agent has the advantages of being high in strength, good in compensation capability, capable of regulating and controlling a calcium oxide reaction and the like and is a concrete additive having the development prospect.
Description
technical field [0001] The invention relates to a concrete expansion agent and belongs to the technical field of concrete admixtures for building materials. Background technique [0002] Concrete is the most widely used building material. With the development of science and technology, it is constantly being studied in depth, and its performance is improved and developed. In recent years, the shrinkage and cracking of concrete has become a research hotspot. This is because in the early stage of cement setting and hardening, water loss and changes in temperature and humidity are likely to cause volume shrinkage, and the tensile stress generated when the shrinkage is limited exceeds the concrete itself. When the tensile strength is high, cement concrete is prone to cracking; at the same time, the bearing capacity of the cracked concrete decreases sharply; moreover, the infiltration of water will further deteriorate the durability of concrete, resulting in corrosion of steel ba...
Claims
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Application Information
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