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Antifreeze anticorrosion durable concrete and preparation method thereof

A durable concrete and anti-corrosion technology, applied in the field of concrete, can solve the problems of unstable quality, difficult supply of cement, and inability to meet the construction period, and achieve the effects of improving project quality, reducing usage, and reducing costs

Inactive Publication Date: 2012-06-27
CHINA CONSTR THIRD ENG BUREAU GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the cost per ton of salt-resistant salt cement reaches 800 yuan / ton, and it is produced in small factories and small kilns, so the quality is unstable. With the implementation of the national energy conservation and emission reduction policy, the supply of this cement is becoming more and more difficult, and it cannot meet the construction period requirements.

Method used

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  • Antifreeze anticorrosion durable concrete and preparation method thereof

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Experimental program
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Effect test

Embodiment 1

[0035] A kind of frost-resistant and corrosion-resistant durable concrete, the concrete is composed of the following components according to parts by weight (kg): ordinary Portland P.O 42.5 cement 280, A powder 220, medium sand 700 with a fineness modulus of 2.8, and a particle size of 5 -32.5mm, continuously graded gravel 1050, water 164, water reducer 10.56;

[0036] The A powder is composed of the following components in parts by weight (kg): 71.5 parts by weight of slag, 49.5 parts by zeolite rock, 77 parts by fly ash, 11 parts by weight of feldspar, and 11 parts by quicklime.

[0037] The water-reducing agent is a composite of aliphatic water-reducing agent and sulfamic acid-based water-reducing agent. It is a commercially available product from Weifang Dayuan Industrial Co., Ltd., and its technical indicators are shown in Table 1.

[0038] The preparation method of the described frost-resistant and corrosion-resistant durable concrete comprises the following steps:

[0...

Embodiment 2

[0046] A kind of frost-resistant and corrosion-resistant durable concrete, the concrete is composed of the following components according to parts by weight (kg): ordinary Portland P.O 42.5 cement 270, A powder 230, medium sand 705 with a fineness modulus of 2.8, and a particle size of 5 -32.5mm, continuously graded gravel 1050, water 164, water reducer 15;

[0047] The A powder is composed of the following parts by weight (kg): slag 80.5, zeolite 57.5, fly ash 80.5, celestite 11.5.

[0048] The water reducer is a composite of aliphatic water reducer and sulfamate-based water reducer, and its technical indicators are shown in Table 1.

[0049] The preparation method of the described frost-resistant and corrosion-resistant durable concrete comprises the following steps:

[0050] (1) Weigh the raw materials of each component of powder A in proportion, pulverize them with an ultrafine mill, and mix them evenly. The specific surface area of ​​powder A is 600m 2 / kg;

[0051] (2...

Embodiment 3

[0055] A kind of anti-freezing and anti-corrosion durable concrete, according to the weight part (kg), the concrete is composed of the following components: ordinary Portland P.O 42.5 cement 280, A powder 220, medium sand 715 with a fineness modulus of 2.8, and a particle size of 5 -32.5mm, continuously graded gravel 1050, water 164, water reducer 18;

[0056] The A powder is composed of the following components in parts by weight (kg): slag 66, zeolite rock 44, fly ash 77, feldspar 22, quicklime 11.

[0057] The water reducer is a composite of aliphatic water reducer and sulfamate-based water reducer, and its technical indicators are shown in Table 1.

[0058] The preparation method of the described frost-resistant and corrosion-resistant durable concrete comprises the following steps:

[0059] (1) Weigh the raw materials of each component of powder A in proportion, pulverize them with an ultrafine mill, and mix them evenly. The specific surface area of ​​powder A is 800m 2 / ...

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Abstract

The invention discloses an antifreeze anticorrosion durable concrete. The concrete comprises the following components, by weight, 500 parts of a gelling material, 700-715 parts of medium sand, 1050 parts of broken stone, 164 parts of water and 10.56-18 parts of a water reducer, wherein the gelling material comprises 54-56wt% of cement and 44-46wt% of powder A; and the powder A comprises the following components: 30-35wt% of slag, 20-25wt% of zeolite, 35-40wt% of coal ash, 5-10wt% of long bluestone and 0-7wt% of quicklime. The invention also discloses a preparation method of the concrete. The preparation method comprises the following steps: 1, weighing raw materials of the components of the powder A according to above proportions, crushing by an ultrafine mill, and uniformly mixing; 2, weighing raw materials of the components of the concrete according to above proportions; 3, sequentially adding ordinary Portland cement, the powder A, the medium sand and the broken stone to a concrete stirring device, and stirring for 2-3min to fully and uniformly mix; and 4, slowly adding well weighed water and the well weighed water reducer to the obtained mixture while stirring, and continuously stirring for 1-2min to obtain the concrete. The concrete of the invention is high performance concrete which can resist strong sulfate corrosion, strong chloride corrosion, freeze-thaw cycles and drying and wetting cycles.

Description

technical field [0001] The invention relates to concrete, in particular to a frost-resistant and corrosion-resistant durable concrete and a preparation method thereof. Background technique [0002] The chemical corrosion of sulfate on concrete is the result of two chemical reactions: one is to react with calcium aluminate hydrate in concrete to form calcium sulfoaluminate (ettringite), and the other is to combine with calcium hydroxide in concrete to form sulfuric acid Calcium (gypsum), both compounds cause volume expansion that cracks the concrete. If magnesium ions exist, it can also form non-gelling magnesium hydroxide with calcium hydroxide, further reducing the compactness and strength of concrete, and aggravating corrosion. CO 2 Gradually deepen from the surface of the concrete, carbonize to the surface of the steel bar, destroy the passivation film on the surface of the steel bar, and O in the air 2 Under the action of water and water, rust (Fe 3 o 4 ), Fe 3 o ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/00C04B111/20
Inventor 欧阳旻顾晴霞张琨黄刚王洪涛范胜利周杰刚彭云涛吕雄杜丽琴明磊
Owner CHINA CONSTR THIRD ENG BUREAU GRP CO LTD
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