A ultra -high -mixed powder coal ash concrete

A fly ash and concrete technology is applied in the field of building materials, which can solve the problems of restricting the development of dam concrete with a large amount of fly ash, and achieve the effects of being beneficial to temperature crack control, good crack resistance, and reducing water-binder ratio.

Active Publication Date: 2018-03-06
HUBEI GEZHOUBA TESTING +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Since the 1980s, through a lot of research on fly ash, the use of large amounts of fly ash has been continuously promoted, and a large number of research results have been achieved, which has promoted the change of people's concept of fly ash, but people are using fly ash There are still many concerns. It is difficult to break through 70% of the fly ash content in the large-volume normal concrete of water conservancy and hydropower projects. There are few reports on the use of high fly ash concrete with a fly ash content of more than 70%.
[0004] The current design concept of concrete adheres to the principle of keeping the water-binder ratio consistent with the control group, ignoring the important parameters that affect the test results (such as the water-binder ratio and the influence of the internal temperature rise of the dam concrete on its strength development, etc.), which has become a limitation for large-scale mixing. The Bottleneck in the Development of Fly Ash Dam Concrete

Method used

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  • A ultra -high -mixed powder coal ash concrete
  • A ultra -high -mixed powder coal ash concrete
  • A ultra -high -mixed powder coal ash concrete

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0031] An ultra-high fly ash-mixed concrete, the concrete comprising the following components in parts by weight:

[0032] 48 parts of cement, 272 parts of fly ash, 656 parts of sand, 1333 parts of gravel, 4.8 parts of water reducing agent, 0.26 parts of air-entraining agent, and 80 parts of water. That is, water-binder ratio: 0.25, fly ash content: 85%, water consumption 80kg / m 3 , Sand rate: 33%, water reducing agent content of 1.5%. The slump of the concrete is 20-50mm, and the air content is 3%-4%.

[0033] The cement is ordinary Portland 42.5 cement.

[0034] The fly ash is Class III fly ash required by national standards.

[0035] The water reducing agent is a polycarboxylate high performance water reducing agent.

[0036] The sand is medium sand.

[0037] The particle size of the crushed stone is less than or equal to 40mm.

Embodiment 2

[0039] An ultra-high fly ash-mixed concrete, the concrete comprising the following components in parts by weight:

[0040] 60 parts of cement, 240 parts of fly ash, 696 parts of sand, 1293 parts of gravel, 3.0 parts of water reducing agent, 0.18 parts of air-entraining agent, and 90 parts of water. That is, water-binder ratio: 0.30, fly ash content: 80%, water consumption 90kg / m 3 , Sand rate: 35%, water reducing agent content of 1.0%.

[0041] The concrete slump of the concrete is 20-50mm, and the air content is 3%-4%.

[0042] The cement is ordinary Portland 42.5 cement.

[0043] The fly ash is Class III fly ash required by national standards.

[0044] The water reducing agent is a polycarboxylate high performance water reducing agent.

[0045] The sand is medium sand.

[0046] The particle size of the crushed stone is less than or equal to 40mm.

Embodiment 3

[0048] An ultra-high fly ash-mixed concrete, the concrete comprising the following components in parts by weight:

[0049] 55 parts of cement, 249 parts of fly ash, 679 parts of sand, 1317 parts of gravel, 3.65 parts of water reducing agent, 0.21 parts of air-entraining agent, and 85 parts of water. That is, water-binder ratio: 0.28, fly ash content: 82%, water consumption 85kg / m 3 , Sand rate: 34%, water reducing agent content of 1.2%.

[0050] The concrete slump of the concrete is 20-50mm, and the air content is 3%-4%.

[0051] The cement is ordinary Portland 42.5 cement.

[0052] The fly ash is Class III fly ash required by national standards.

[0053] The water reducing agent is a polycarboxylate high performance water reducing agent.

[0054] The sand is medium sand.

[0055] The particle size of the crushed stone is less than or equal to 40mm.

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Abstract

The invention discloses a concrete with an ultrahigh content of mixed fly ash, and relates to the field of construction materials. The concrete comprises the following components in parts by weight: 48 to 60 parts of cement, 240 to 272 parts of fly ash, 656 to 696 parts of sand, 1293 to 1333 parts of broken stone, 3.0 to 4.8 parts of water reducer, 0.18 to 0.26 part of air-entrainer, and 80 to 90 parts of water. The mechanical performance and deformation performance of the concrete meet the requirements of water resources and hydropower engineering C18040 concrete and lower grades; moreover, the hydration temperature rise is lower, the anti-cracking performance is stronger, thus the happening rate of cracks in concrete is reduced, and the cost of temperature control is reduced.

Description

technical field [0001] The invention relates to the field of building materials, in particular to an ultra-high fly ash-mixed concrete. Background technique [0002] The concrete technology of construction engineering is developing in the direction of high strength and high fluidity. However, with the increase of the amount of cementitious materials, a series of problems such as high hydration heat and large shrinkage rate of concrete are also more prominent. Crack control in concrete construction The difficulty also increases. For mass concrete, the hydration heat generated by cement hydration during concrete setting and hardening is not easily conducted to the outside world. This heat will cause the internal temperature of the concrete to rise continuously, and the temperature difference between the inside and outside will generate a large tensile stress on the concrete surface. When this part of the tensile stress When the tensile strength of concrete is exceeded, cracks...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04C04B14/02C04B14/06C04B18/08C04B103/30
CPCC04B28/04C04B18/08C04B14/06C04B14/02C04B2103/302C04B2103/304Y02W30/91
Inventor 周厚贵张振宇谭恺炎何正威李方杰朱圣敏赵志芳金游
Owner HUBEI GEZHOUBA TESTING
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