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Hydraulic engineering anti-cracking concrete and preparation method thereof

A concrete, anti-cracking technology, used in sustainable waste treatment, solid waste management, climate sustainability, etc., can solve problems such as cracking, and achieve the effect of improving durability, increasing compactness, and preventing water loss

Inactive Publication Date: 2017-08-08
STATE GRID CORP OF CHINA +3
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The invention provides an anti-cracking concrete for hydraulic engineering and its preparation method to solve the problem of cracking caused by various factors such as environmental conditions, its own structure, building materials, construction, etc.

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0017] Comprising the following raw materials in weight percentage:

[0018] P·O4 2.5 9.5% cement, 40% gravel, 30% sand in Zone II, 13.891% mineral admixture, 0.1% nano-mineral fiber, 0.009% air-entraining agent, 6.5% water;

[0019] The chemical formula of the nano mineral fiber is: Mg 5 Si 8 o 2 0(OH) 2 (OH 2 ) 4 4H 2 O;

[0020] The molecular formula of the air-entraining agent is C 12 h 25 O·(C 2 h 4 O) n ;

[0021] The stones include two kinds of coarse stones and fine stones, and coarse:fine=2:3, and the particle size ranges of the coarse and fine stones are 2cm and 0.5cm respectively;

[0022] The mineral admixture adopts fly ash;

[0023] The preparation method of the anti-cracking concrete for hydraulic engineering includes the following steps:

[0024] First of all, weigh the material, put P O42.5 cement, gravel, sand in zone II, and mineral admixture into the mixing pan of the forced mixer, and then add a certain amount of water into the mixing pan th...

Embodiment 2

[0027] Comprising the following raw materials in weight percentage:

[0028] P·O4 2.5 cement 13.5%, gravel 47.775%, sand in zone Ⅱ 25.5%, mineral admixture 5%, nanometer mineral fiber 0.15%, air-entraining agent 0.075%, water 8%;

[0029] The chemical formula of the nano mineral fiber is: Mg 5 Si 8 o 2 0(OH) 2 (OH 2 ) 4 4H 2 O;

[0030] The molecular formula of the air-entraining agent is C 12 h 25 O·(C 2 h 4 O) n ;

[0031] The stones include coarse stones and fine stones, and coarse: fine = 2:3, and the particle size ranges of the coarse and fine stones are 3cm and 1.5cm respectively;

[0032] The mineral admixture adopts silica fume;

[0033] The preparation method of the anti-cracking concrete for hydraulic engineering includes the following steps:

[0034] First of all, weigh the material, put P O42.5 cement, gravel, sand in zone II, and mineral admixture into the mixing pan of the forced mixer, and then add a certain amount of water into the mixing pan thr...

Embodiment 3

[0037] Comprising the following raw materials in weight percentage:

[0038] P·O4 2.5 cement 11.5%, gravel 43.333%, sand in Zone II 27.75%, mineral admixture 10%, nano mineral fiber 0.125%, air-entraining agent 0.042%, water 7.25%;

[0039] The chemical formula of the nano mineral fiber is: Mg 5 Si 8 o 2 0(OH) 2 (OH 2 ) 4 4H 2 O;

[0040] The molecular formula of the air-entraining agent is C 12 h 25 O·(C 2 h 4 O) n ;

[0041] The stones include coarse stones and fine stones, and coarse: fine = 2:3, and the particle size ranges of the coarse and fine stones are 4cm and 2cm respectively;

[0042] The mineral admixture adopts slag;

[0043] The preparation method of the anti-cracking concrete for hydraulic engineering includes the following steps:

[0044] First of all, weigh the materials, put P O42.5 cement, gravel, sand in zone II, and mineral admixtures into the mixing pan of the forced mixer, and then add a certain amount of water into the mixing pan through th...

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Abstract

The invention relates to hydraulic engineering anti-cracking concrete and a preparation method thereof, and relates to the field of durability of concrete. The hydraulic engineering anti-cracking concrete is prepared from the following raw materials in percentage by weight: 9.5 to 13.5 percent of P.O42.5 cement, 40 to 50 percent of cobblestone, 25.5 to 30 percent of region II medium sand, 5 to 15 percent of mineral admixture, 0.1 to 0.15 percent of nano mineral fiber, 0.009 to 0.075 percent of an air entraining agent, and 6.5 to 8 percent of water. The hydraulic engineering anti-cracking concrete has the beneficial effects that all components form a uniform microscopic structure by closest packing of concrete, the deleterious porosity in the concrete is reduced, the compactness of the concrete is increased, and the durability of the concrete is improved; the adopted nano mineral fibers belong to natural clay minerals, the storage quantity is large, and the nano mineral fibers are easily obtained; the water absorbing capacity in the concrete is strong, more space is easily provided for cement hydration, the pore structure of the concrete can be refined, the tensile capacity of the concrete is increased, and the early shrinkage of the concrete is reduced; moreover, compared with common concrete, the raw materials adopted in the hydraulic engineering anti-cracking concrete are low in cost and convenient to transport, thereby greatly improving the economical efficiency.

Description

technical field [0001] The invention relates to the field of concrete durability, in particular to an anti-cracking concrete for hydraulic engineering and a preparation method thereof. Background technique [0002] Hydraulic concrete is often used in concrete projects such as gates and dams. Generally, it has a large area and a thin thickness, and it has been in contact with pressurized water or exposed to air for a long time. The problem of early cracking is common in existing concrete projects, hydraulic concrete is no exception, and the cause of concrete cracking is mainly caused by the shrinkage of concrete. Concrete shrinkage includes plastic shrinkage, drying shrinkage, autogenous shrinkage, carbonation shrinkage, and temperature-induced deformation, among which drying shrinkage and autogenous shrinkage are particularly important for concrete cracking. When shrinkage occurs inside the concrete and the shrinkage stress is greater than the tensile strength of the concre...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B18/08C04B14/46C04B18/14C04B111/34
CPCC04B14/4643C04B18/08C04B18/141C04B18/146C04B28/04C04B2111/343C04B14/02C04B14/06C04B22/002C04B2103/304Y02W30/91
Inventor 唐国峰刘锦程崔志刚鲁恩龙王德库马智法隋伟李艳萍肖阳雷秀玲巴恒静
Owner STATE GRID CORP OF CHINA
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