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A kind of mass concrete and preparation method thereof

A technology of mass concrete and bentonite, which is applied in the field of building materials, can solve the problems of reduced physical and mechanical properties of concrete, easy penetration of erosive media, and reduced upper life of concrete, so as to reduce hydration heat and heat release rate, and reduce defects. Risk, effect of reducing early strength

Active Publication Date: 2020-12-22
上海石化安东混凝土有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, during the cooling process of concrete, the internal hot concrete constrains the shrinkage of the external cold concrete, that is, there is a temperature gradient in the internal temperature field, which forms a temperature stress and causes internal stress. In the constrained part, the shrinkage of the concrete will generate a large tensile stress. If the ultimate tensile strength of concrete is exceeded, concrete cracks will appear, resulting in a decrease in the physical and mechanical properties of concrete, and the corrosive medium will easily penetrate into the concrete structure, thereby reducing the life of concrete.

Method used

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  • A kind of mass concrete and preparation method thereof
  • A kind of mass concrete and preparation method thereof
  • A kind of mass concrete and preparation method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0038]Example 1: A mass concrete is prepared by the following method:

[0039]S1: Mix 180kg cement, 730kg medium sand, 1010kg crushed stone, 70kg fly ash, 170kg mineral powder, 4kg polycarboxylic acid water reducing agent, 0.8kg organic bentonite and 2.4kg low-temperature expandable graphite to obtain the first mixture ;

[0040]S2: Add 136kg of water to the first mixture and mix thoroughly to obtain a second mixture;

[0041]S3: Add 0.8 kg of carbon fiber and 34.4 kg of water to the second mixture and mix thoroughly to obtain a large volume of concrete.

[0042]Among them, the cement is P·LH42.5 low-heat Portland cement with a specific surface area of ​​350m2 / kg; The fineness modulus of medium sand is 3.0; the particle size of crushed stone is 5-25mm continuous gradation, and the apparent density of crushed stone is 2840kg / m3, The loose bulk porosity is 47%, and the loose bulk density is 1565kg / m3; Fly ash is F class Ⅱ grade fly ash, the fineness of fly ash (45μm square hole sieve) is 10%, the...

Embodiment 2

[0043]Example 2: A mass concrete is prepared by the following method:

[0044]S1: Mix 182kg of cement, 732kg of medium sand, 1012kg of crushed stone, 72kg of fly ash, 172kg of mineral powder, 4.2kg of polycarboxylic acid water reducer, 0.88kg of organic bentonite and 2.64kg of low-temperature expandable graphite to obtain the first mixture;

[0045]S2: Add 137.6 kg of water to the first mixture and mix thoroughly to obtain a second mixture;

[0046]S3: Add 0.88 kg of carbon fiber and 34.4 kg of water to the second mixture and mix thoroughly to obtain a large volume of concrete.

[0047]Among them, the cement is P·LH42.5 low-heat Portland cement with a specific surface area of ​​350m2 / kg; The fineness modulus of medium sand is 3.0; the particle size of crushed stone is 5-25mm continuous gradation, and the apparent density of crushed stone is 2840kg / m3, The loose bulk porosity is 47%, and the loose bulk density is 1565kg / m3; Fly ash is F class Ⅱ grade fly ash, the fineness of fly ash (45μm square...

Embodiment 3

[0048]Example 3: A mass concrete is prepared by the following method:

[0049]S1: Mix 183kg cement, 734kg medium sand, 1013kg crushed stone, 73kg fly ash, 171kg mineral powder, 4.5kg polycarboxylic acid water reducing agent, 1kg organic bentonite and 3kg low-temperature expandable graphite to obtain the first mixture;

[0050]S2: Add 140kg of water to the first mixture and mix thoroughly to obtain a second mixture;

[0051]S3: Add 1 kg of carbon fiber and 35 kg of water to the second mixture and mix thoroughly to obtain a large volume of concrete.

[0052]Among them, the cement is P·LH42.5 low-heat Portland cement with a specific surface area of ​​350m2 / kg; The fineness modulus of medium sand is 3.0; the particle size of crushed stone is 5-25mm continuous gradation, and the apparent density of crushed stone is 2840kg / m3, The loose bulk porosity is 47%, and the loose bulk density is 1565kg / m3; Fly ash is F class Ⅱ grade fly ash, the fineness of fly ash (45μm square hole sieve) is 10%, the water ...

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Abstract

The invention discloses large-volume concrete and a preparation method thereof, and belongs to the field of a building material. The key point of the technical scheme is as follows, the large-volume concrete comprises the following components in parts by weight: 180 to 190 parts of cement, 170 to 180 parts of water, 730 to 740 parts of medium sand, 1010 to 1020 parts of detritus, 70 to 80 parts ofcoal ash, 170 to 180 parts of ore powder, 4 to 5 parts of water reducer and 4 to 6 parts of additive, wherein the water reducer is a polycarboxylic acid water reducer; the additive comprises low-temperature expansible graphite, organic bentonite and carbon fiber; and the weight ratio of the low-temperature expansible graphite to the organic bentonite to the carbon fiber is 3:1:1. Through the low-temperature expansible graphite, the internal temperature of the concrete is reduced and the internal and external temperature difference of the concrete is reduced; furthermore, the expanded graphitecan block crack, so that the water seepage condition is reduced; through cooperative use of the organic bentonite and the low-temperature expansible graphite, the bentonite is expanded when encountering water, so that capillary channels and microcracks can be blocked timely, and salt corrosion can be interdicted and eliminated; and due to addition of the carbon fiber, the strength and the toughness of the concrete can be improved and the mechanical property of the concrete can be improved.

Description

Technical field[0001]The invention relates to the field of building materials, more specifically, it relates to a mass concrete and a preparation method thereof.Background technique[0002]Mass concrete whose minimum geometric size of concrete structure is not less than 1m, or concrete that is expected to cause harmful cracks due to temperature changes and shrinkage caused by the hydration of the cementitious material in the concrete, is called mass concrete; in modern buildings It often involves large-volume concrete construction, such as high-rise building foundations, large equipment foundations, and water conservancy dams. Its main characteristic is its large volume, the minimum size of the general entity is greater than or equal to 1m, its surface coefficient is relatively small, the release of cement hydration heat is relatively concentrated, and the internal heating is relatively fast; when the temperature difference between the inside and outside of the concrete is large, it w...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04
CPCC04B28/04C04B2201/50C04B14/02C04B14/06C04B14/104C04B14/024C04B14/386C04B18/08C04B18/141C04B2103/302
Inventor 顾连林袁冬生张耀
Owner 上海石化安东混凝土有限公司
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