Anti-seepage anticorrosive concrete material and preparation method thereof

A concrete and anti-corrosion technology, which is applied in the field of concrete materials, can solve the problems of concrete structure durability decline, chloride salt corrosion, pitting corrosion, etc., and achieve the effect of improving impermeability and corrosion resistance, and good compressive strength

Inactive Publication Date: 2015-11-25
河南万佳建设工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

With the harsh external environment, such as continuous acidified air, high humidity, high salt and high alkali environment, the progress of concrete corrosion will be increased, and chlorine salt co...

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0017] An anti-seepage and anti-corrosion concrete material, composed of the following components by weight: 100 parts of Portland cement, 30 parts of gravel, 40 parts of fine sand, 10 parts of calcium chloride, 8 parts of magnesium silicate, active calcium silicate 5 parts, 3 parts of calcium sorbose, 3 parts of dialuminum hydrogen phosphate, 5 parts of strontium oxide, 4 parts of brucite powder, 15 parts of fly ash, 3 parts of white mud powder, 6 parts of silicon micropowder, 2 parts of polyvinyl alcohol, 15 parts of phosphogypsum, 2 parts of lithium 12-hydroxystearate, 1 part of potassium tripolyphosphate, 4 parts of sodium allyl sulfonate, 0.1 part of polycarboxylate superplasticizer, 0.1 part of calcium sulfoaluminate expansion agent and Appropriate amount of water.

[0018] The preparation method of described a kind of anti-seepage and anti-corrosion concrete material, comprises the following steps:

[0019] (1) Crushed stone, fine sand, calcium chloride, magnesium sili...

Embodiment 2

[0023] An anti-seepage and anti-corrosion concrete material, composed of the following components by weight: 200 parts of Portland cement, 150 parts of gravel, 120 parts of fine sand, 50 parts of calcium chloride, 20 parts of magnesium silicate, active calcium silicate 16 parts, 10 parts of calcium sorbose, 12 parts of dialuminum hydrogen phosphate, 13 parts of strontium oxide, 15 parts of brucite powder, 35 parts of fly ash, 8 parts of white mud powder, 18 parts of silicon micropowder, 10 parts of polyvinyl alcohol, 35 parts of phosphogypsum, 6 parts of lithium 12-hydroxystearate, 8 parts of potassium tripolyphosphate, 9 parts of sodium allyl sulfonate, 4 parts of naphthalene-based water reducer, 3 parts of calcium sulfoaluminate expansion agent and appropriate amount of water.

[0024] The preparation method of described a kind of anti-seepage and anti-corrosion concrete material, comprises the following steps:

[0025] (1) Crushed stone, fine sand, calcium chloride, magnes...

Embodiment 3

[0029] An anti-seepage and anti-corrosion concrete material, composed of the following components by weight: 100-200 parts of Portland cement, 30-150 parts of gravel, 40-120 parts of fine sand, 10-50 parts of calcium chloride, silicic acid Magnesium 8~20 parts, active calcium silicate 5~16 parts, sorbose calcium 3~10 parts, dialuminum hydrogen phosphate 3~12 parts, strontium oxide 5~13 parts, brucite powder 4~15 parts, fly ash 15~35 parts, 3~8 parts of white mud powder, 6~18 parts of silica powder, 2~10 parts of polyvinyl alcohol, 15~35 parts of phosphogypsum, 2~6 parts of 12-hydroxy lithium stearate, tripolyphosphoric acid 1~8 parts of potassium, 4~9 parts of sodium allyl sulfonate, 0.1~4 parts of polycarboxylate superplasticizer, 0.1~3 parts of calcium sulfoaluminate expansion agent and appropriate amount of water.

[0030] The preparation method of described a kind of anti-seepage and anti-corrosion concrete material, comprises the following steps:

[0031] (1) Crushed sto...

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PUM

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Abstract

The invention discloses an anti-seepage anticorrosive concrete material and a preparation method thereof. The concrete material consists of the following components in parts by weight: 100-200 parts of portland cement, 30-150 parts of crushed stones, 40-120 parts of fine sand, 10-50 parts of calcium chloride, 8-20 parts of magnesium silicate, 5-16 parts of active calcium silicate, 3-10 parts of sorbose calcium, 3-12 parts of dialuminium hydrogen phosphate, 5-13 parts of strontium oxide, 4-15 parts of brucite powder, 15-35 parts of fly ash, 3-8 parts of white mud powder, 6-18 parts of silica micro powder, 2-10 parts of polyvinyl alcohol, 15-35 parts of phosphorus gypsum, 2-6 parts of 12-hydroxyl lithium stearate, 1-8 parts of potassium tripolyphosphate, 4-9 parts of sodium allylsulfonate, 0.1-4 parts of a water reducing agent, 0.1-3 parts of a swelling agent and an appropriate amount of water. The preparation method of the concrete material is an injection molding method. The anti-seepage level of the concrete material prepared by the method disclosed by the invention is greater than P12 level, the corrosion coefficient is 0.84-0.92, and the anti-seepage level and the corrosion coefficient are higher than those of ordinary concrete; and moreover, the 28-day compression strength of the concrete material is greater than 51.8MPa, which shows that the concrete material prepared by the method disclosed by the invention keeps good compression strength, and the seepage resistance and the corrosion resistance are relatively improved at the same time.

Description

technical field [0001] The invention relates to the field of concrete materials, in particular to an anti-seepage and anti-corrosion concrete material and a preparation method thereof. Background technique [0002] As an economical and practical structural material, reinforced concrete is widely used in structures such as buildings, bridges, dams and subsea tunnels. Reinforced concrete must face the erosion of the external environment during its use, among which the corrosion of steel bars is the most prominent. Rebar corrosion has become the main factor affecting the durability of reinforced concrete structures in the world today. With the harsh external environment, such as continuous acidified air, high humidity, high salt and high alkali environment, the progress of concrete corrosion will be increased, and chlorine salt corrosion, acid corrosion and pitting corrosion will appear prematurely. These seriously lead to the decline of the durability of the concrete structu...

Claims

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Application Information

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IPC IPC(8): C04B28/14
Inventor 彭孝茹
Owner 河南万佳建设工程有限公司
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