A kind of compact anti-cracking agent for concrete

An anti-cracking agent and concrete technology, applied in the field of high-performance dense anti-cracking agent, can solve the problems of design expansion performance, easy decomposition, and little compensation effect, so as to improve crack resistance and durability, overcome severe dependence, expansion and other problems. Performance Controlled Effects

Active Publication Date: 2019-04-02
武汉三源特种建材有限责任公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The main disadvantages of ettringite expansion agents are: (1) The hydration is fast, and the expansion mainly occurs before 14 days, which has little compensation for the later shrinkage of cement-based materials; the expansion performance is poorly adjustable, and cannot be adjusted according to the shrinkage of the target concrete (2) The thermal stability of ettringite is poor, and it is easy to decompose under the condition of 80 ℃; (3) The ettringite expansion agent has high water demand, and the requirement for curing humidity is too high, and it is usually difficult for engineering maintenance. Meet the maintenance requirements of ettringite expansion agents
[0007] Calcium hydroxide expansion agents also have the disadvantages of too fast expansion and poor adjustability in the expansion process. Under summer construction conditions, the expansion energy of a day usually responds by more than 80%, which is difficult to compensate for the temperature drop and shrinkage of concrete and the later drying shrinkage, and its expansion Source Ca(OH) 2 Under the action of pressure water, the solubility is also greater
Therefore, the application of existing concrete expansion agents based on these two expansion sources in hydraulic engineering, marine engineering or concrete engineering with erosive media (sulphate) is limited, and it cannot effectively compensate for the shrinkage of concrete under construction conditions in summer.

Method used

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  • A kind of compact anti-cracking agent for concrete
  • A kind of compact anti-cracking agent for concrete
  • A kind of compact anti-cracking agent for concrete

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0069] Concrete compact anti-cracking agent components (by weight) include in the present embodiment: light-burned magnesium oxide 30%, calcium oxide-calcium sulfoaluminate type double expansion source expansion clinker 30%, gypsum (purity is 85% natural Anhydrite) 15%, the specific surface area is 500m 2 / kg of stone powder 30%.

[0070] Among them, light-burned magnesia and double expansion source expansion clinker can be prepared by the following method: light-burned magnesia is the active reaction time obtained by calcining 100% magnesite (average particle size 10-30mm) at 850°C for 60 minutes Light-burned magnesia for 100 seconds, calcium oxide-calcium sulfoaluminate dual expansion source expansion clinker is obtained by calcining limestone, iron powder, gypsum and bauxite in a rotary kiln at 1300 ° C, and the composition is SiO 2 3.83%, Al 2 o 3 6.65%, Fe 2 o 3 1.80%, CaO75.8%, MgO1.57%, SO 3 8.81%, of which f-CaO 55.5%.

Embodiment 2

[0072] Concrete compact anti-cracking agent components (by weight) include in the present embodiment: light-burned magnesium oxide 40%, calcium oxide-calcium sulfoaluminate type double expansion source expansion clinker 20%, gypsum (purity is 85% natural Anhydrite) 15%, stone powder (specific surface area is 500m 2 / kg of limestone powder) 25%.

[0073] Among them, light-burned magnesia is light-burned magnesia obtained by calcining magnesite at 850°C with an active reaction time of 100 seconds, and calcium oxide-calcium sulfoaluminate dual expansion source expansion clinker is obtained by mixing limestone, iron powder, Gypsum and bauxite are obtained by calcining at 1300° C. in a rotary kiln (the composition is the same as in Example 1).

Embodiment 3

[0075] Concrete compact anti-cracking agent components (by weight) include in the present embodiment: light-burned magnesium oxide 55%, calcium oxide-calcium sulfoaluminate type double expansion source expansion clinker 15%, gypsum (purity is 85% natural Anhydrite) 10%, stone powder (specific surface area is 500m 2 / kg of limestone powder) 20%.

[0076] Among them, magnesium oxide is light-burned magnesium oxide obtained by calcining magnesite at 850°C with an active reaction time of 100 seconds, and the calcium oxide-calcium sulfoaluminate dual expansion source expansion clinker is obtained by mixing limestone, iron powder, gypsum and Bauxite is obtained by calcining at 1300° C. in a rotary kiln (the composition is the same as in Example 1).

[0077] The concrete formulation used to test the anti-cracking agent of Examples 1, 2, and 3 adopts a common side wall formulation, that is, the concrete grade is C35, and the total amount of adhesive material is 380kg / m 3 , the water...

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Abstract

The invention discloses a concrete compaction anti-cracking agent which comprises 20.0-60.0% of light calcined magnesia, 10.0-30.0% of calcium oxide-calcium sulfoaluminate double-expansion source expanded clinker, 5.0-15.0% of gypsum and 20.0-50.0% of a fine powder material of which the specific surface area is greater than 300m<2> / kg, wherein the sum of the contents of all components is 100% based on the total mass of the concrete compaction anti-cracking agent. The concrete compaction anti-cracking agent can be used in concrete to effectively inhibit shrinkage of the concrete and improve the compactness and the durability of the concrete.

Description

technical field [0001] The invention belongs to the field of building material admixtures, and in particular relates to an admixture used for concrete, a high-performance dense anti-cracking agent for preventing cracks in concrete. Background technique [0002] For concrete-based buildings, since the concrete itself will shrink, and the external temperature change will also affect the building, it will cause cracks in the concrete-based building. Building cracks have a direct impact on the durability of buildings. If it is not controlled, it may even cause the danger of building collapse. [0003] From the material point of view, concrete expansion agent, shrinkage reducer, steel fiber and synthetic organic fiber are all effective measures to reduce or disperse cracks. But in terms of material price and construction convenience, expansion agent has more advantages. Cracks in buildings are mainly caused by shrinkage of concrete. Providing concrete expansion agent to compen...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B22/14
CPCC04B40/0042C04B22/066C04B22/06C04B22/064C04B22/143C04B14/02C04B14/28
Inventor 陶方元侯维红杨进波凡涛涛
Owner 武汉三源特种建材有限责任公司
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