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Concrete compaction anti-cracking agent

A technology of anti-cracking agent and concrete, which is applied in the field of high-performance dense anti-cracking agent, can solve the problems of design expansion performance, easy decomposition, and small compensation effect, so as to improve crack resistance and durability, overcome heavy dependence, expansion performance controllable effect

Active Publication Date: 2017-02-01
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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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

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

[0070] Among them, light burned magnesia and double expansion source expanded clinker can be prepared by the following method: light burned magnesia is the active reaction time obtained by calcination of 100% magnesite (average particle size 10-30mm) at 850°C for 60 minutes Light-burned magnesia, calcium oxide-calcium sulfoaluminate double expansion source expanded clinker for 100 seconds 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%, MgO 1.57%, SO 3 8.81%, of which 55.5% f-CaO.

Embodiment 2

[0072] In this embodiment, the concrete compacting anti-cracking agent components (by weight) include: 40% light-burned magnesium oxide, 20% calcium oxide-calcium sulfoaluminate double expansion source expanded clinker, gypsum (natural purity of 85%) 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. Calcium oxide-calcium sulfoaluminate double expansion source expanded clinker is obtained by combining limestone, iron powder, Gypsum and bauxite were calcined in a rotary kiln at 1300°C (the composition is the same as in Example 1).

Embodiment 3

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

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

[0077] The concrete formula used to test the anti-cracking agents of Examples 1, 2, and 3 adopts the common side wall formula, that is, the concrete grade is C35, and the total amount of glue is 380kg / m 3 , Water-binder ratio 0.43, mixed with 10% solid content polycarboxylic acid ...

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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 specifically relates to an admixture for concrete and a high-performance compact anti-cracking agent for preventing cracks in concrete. Background technique [0002] For concrete-based buildings, the concrete itself will shrink, and the external temperature change will also affect the building, which will cause cracks in the concrete-based building. Building cracks have a direct impact on the durability of the building. If it is not controlled, it may even cause the danger of building collapse. [0003] From the material point of view, concrete expansion agents, shrinkage reducing agents, steel fibers and synthetic organic fibers are all effective measures to reduce or disperse cracks. But in terms of material price and construction convenience, expansion agents have more advantages. The cracks in buildings are mainly caused by the dry shrinkage of concrete. The provision of concrete e...

Claims

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Application Information

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Patent Type & Authority Applications(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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