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Underwater non-diffusion concrete and preparation method thereof

A concrete and cement technology, applied in the field of concrete, can solve the problems of concrete quality decline, environmental pollution, efflorescence, etc., and achieve the effects of improving compactness, avoiding efflorescence, and reducing moisture content

Active Publication Date: 2021-12-10
青岛鑫岩建材有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

These construction methods make the concrete mixture vulnerable to water scouring, resulting in severe segregation of materials, loss of cement, decline in concrete quality, and environmental pollution; therefore, underwater non-dispersible concrete came into being. When underwater non-dispersible concrete is used in construction For bridges or dams, after the concrete pouring is completed, part of the concrete is above the water level, and part of the concrete is below the water level. When the underwater non-dispersible concrete is applied in areas with large temperature differences between day and night, the temperature will experience a temperature change from zero to zero during the concrete solidification process. The transformation of up-minus-upper zero makes underwater non-dispersible concrete prone to more serious efflorescence

Method used

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  • Underwater non-diffusion concrete and preparation method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] Embodiment 1: a kind of underwater non-diffusion concrete is prepared by the following method:

[0038] S1, weigh 430kg of cement, 845kg of sand, 900kg of stones, 205kg of water, 12.9kg of sodium rosin, 8kg of ammonium chloride, 2kg of triethanolamine, 2kg of calcium nitrite, 12kg of silica fume, 2kg of polyacrylamide, and naphthalene-based high-efficiency water reducing agent agent 2kg; cement is P, O42.5 ordinary Portland cement; sand is medium sand, fineness modulus 2.7-2.9; stone is crushed stone, and the particle size of crushed stone is 5-31.5mm;

[0039] S2, place sand and stone in the stirring kettle and stir for 25s at a speed of 150r / min to obtain mixture A;

[0040] S3, put cement, polyacrylamide, triethanolamine and ammonium chloride in a new mixer and stir at a speed of 150r / min for 5min, after stirring evenly, pour into the mixture A prepared by S1, and add silica fume and 123kg water, continue to stir at a speed of 150r / min for 2min to prepare mixture B;...

Embodiment 2

[0042] Embodiment 2: a kind of underwater non-diffusion concrete is prepared by the following method:

[0043] S1, weigh cement 410kg, sand 830kg, stone 870kg, water 200kg, sodium rosin 10kg, ammonium chloride 5kg, triethanolamine 1kg, calcium nitrite 1kg, silica fume 8kg, polyacrylamide 1kg, naphthalene-based superplasticizer 1kg; Cement is P,O42.5 ordinary Portland cement; Sand is medium sand, fineness modulus 2.7-2.9; Stone is crushed stone, and the particle size of crushed stone is 5-31.5mm;

[0044] S2, place sand and stone in the stirring kettle and stir for 25s at a speed of 100r / min to obtain mixture A;

[0045] S3, put cement, polyacrylamide, triethanolamine and ammonium chloride in a new mixer and stir at a speed of 100r / min for 5min, stir evenly and pour into the mixture A prepared by S1, and add silica fume and 120kg water, continue to stir at a speed of 100r / min for 2min to prepare mixture B;

[0046] S4. Add sodium rosin, calcium nitrite, polyacrylamide, naphth...

Embodiment 3

[0047] Embodiment 3: a kind of underwater non-diffusion concrete is prepared by the following method:

[0048] S1, weigh cement 450kg, sand 860kg, stone 920kg, water 210kg, sodium rosin 15kg, ammonium chloride 10kg, triethanolamine 5kg, calcium nitrite 5kg, silica fume 14kg, polyacrylamide 3kg, naphthalene-based superplasticizer 3kg; Cement is P,O42.5 Ordinary Portland Cement; Sand is medium sand, fineness modulus is 2.7-2.9; Stone is crushed stone, and the particle size of crushed stone is 5-31.5mm;

[0049] S2, place sand and stone in the stirring kettle and stir for 25s at a speed of 200r / min to obtain mixture A;

[0050] S3, put cement, polyacrylamide, triethanolamine and ammonium chloride in a new mixer and stir at a speed of 220r / min for 5min, stir evenly and pour into the mixture A prepared by S1, and add silica fume and 126kg water, continue to stir for 2min at a speed of 220r / min to prepare mixture B;

[0051] S4. Add sodium rosin, calcium nitrite, polyacrylamide, n...

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Abstract

The invention discloses an underwater non-diffusion concrete and a preparation method thereof, and relates to the technical field of concrete. The underwater non-diffusion concrete is made of the following raw materials in parts by weight: 410-450 parts of cement, 830-860 parts of sand, 870-920 parts of stone, 200-210 parts of water, 10-15 parts of air-entraining agent, 5-10 parts of ammonium chloride, 1-5 parts of triethanolamine, 1-5 parts of rust inhibitor, 8-14 parts of silica fume, 1-3 parts of flocculant, 1-3 parts of water reducer; it has the advantage of being able to inhibit the phenomenon of non-diffusion of concrete under water.

Description

technical field [0001] The present invention relates to the technical field of concrete, more particularly, it relates to underwater non-diffusion concrete and a preparation method thereof. Background technique [0002] So far, concrete is still one of the most important and most used building materials in underwater engineering, and the performance of concrete will directly affect the quality and progress of underwater engineering. [0003] There are usually two types of traditional underwater construction methods for concrete: one is to drain the water after the cofferdam. The construction of concrete is the same as that of the land, and there are disadvantages such as large amount of preliminary engineering, high engineering cost and long construction period; the other is to use special The construction equipment separates the concrete from the ambient water, and sends the concrete mixture directly to the underwater engineering part. These construction methods make the c...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04C04B18/14C04B22/12C04B24/12
CPCC04B28/04C04B18/146C04B22/124C04B24/122C04B2111/74C04B2201/50C04B14/06C04B14/02C04B22/002C04B2103/304C04B2103/61C04B2103/302C04B24/2652Y02W30/91
Inventor 卞伟达赵秋菊张书强王晓燕刘忠航郭秀红
Owner 青岛鑫岩建材有限公司
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