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Marine concrete based on combined functional type additive

A technology of marine concrete and admixture, applied in the field of concrete, can solve problems such as durability decline, freeze-thaw damage, concrete structure corrosion damage, etc., and achieve the effects of improving durability performance, enhancing diffusion coefficient, and improving compressive strength

Inactive Publication Date: 2016-06-01
中电建路桥集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] 2. Corrosion damage of marine concrete by acid and alkali ions, resulting in a decrease in durability
The level of sea breeze is above 6-12 all year round. There will be water, water vapor, impurities and various corrosive media in the sea breeze, which will cause corrosion damage to the concrete structure and affect the durability of concrete.
[0010] 3. Freeze-thaw damage
[0012] 4. The influence of carbonization
Cracking is caused by concrete plastic shrinkage, chemical shrinkage, dry-wet shrinkage, and temperature difference shrinkage. Combining the above five factors can cause damage to the marine concrete structure, resulting in a serious decline in durability

Method used

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  • Marine concrete based on combined functional type additive
  • Marine concrete based on combined functional type additive
  • Marine concrete based on combined functional type additive

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0043] This embodiment provides marine concrete based on composite functional admixture, the raw material ratio of the marine concrete is as follows:

[0044] 100 parts of hot cement, 26 parts of grade I fly ash, 27 parts of granulated blast furnace slag powder, 0.6 parts of anti-cracking and anti-corrosion plasticizer, 260 parts of medium coarse sand, 380 parts of secondary crushed stone, and 55 parts of water. The preparation method of the marine concrete is the same as that of conventional concrete, so it will not be repeated here.

[0045] By weight percentage, the anti-crack and anti-corrosion plasticizer includes the following components:

[0046] 20-30% shrinkage plasticizer, 5-15% acid and acid-generating substances, 1-6% resist, 0.1-1% catalyst, 1-3% neutralizer, 0.1- 0.3% water-repellent agent, 5-40% micro-expansion agent, 0.05-0.5% air-entraining agent, 1-5% compacting agent and 15-55% carrier. The preparation method of anti-cracking and anti-corrosion plasticizer...

Embodiment 2

[0059] In this embodiment, the raw material ratio of marine concrete is as follows:

[0060] 90 parts of hot cement, 28 parts of grade I fly ash, 26 parts of granulated blast furnace slag powder, 1 part of anti-crack and anti-corrosion plasticizer, 270 parts of medium coarse sand, 400 parts of secondary crushed stone, 60 parts of water.

[0061]Taking the preparation of 1000kg marine concrete as an example, the values ​​(rounded) of each raw material are as follows:

[0062] 104kg of hot cement, 32kg of grade I fly ash, 30kg of granulated blast furnace slag powder, 1kg of anti-crack and anti-corrosion plasticizer, 313kg of medium and coarse sand, 452kg of grade 2 gravel, and 67kg of water.

Embodiment 3

[0064] In this embodiment, the raw material ratio of marine concrete is as follows:

[0065] 95 parts of hot cement, 30 parts of Class I fly ash, 30 parts of granulated blast furnace slag powder, 1.2 parts of anti-cracking and anti-corrosion plasticizer, 280 parts of medium coarse sand, 390 parts of secondary crushed stone, and 58 parts of water.

[0066] Taking the preparation of 1000kg marine concrete as an example, the values ​​(rounded) of each raw material are as follows:

[0067] 107kg of hot cement, 34kg of grade I fly ash, 34kg of granulated blast furnace slag powder, 1.4kg of anti-crack and anti-corrosion plasticizer, 354kg of medium and coarse sand, 441kg of grade 2 gravel, and 66kg of water.

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Abstract

The invention discloses marine concrete based on a combined functional type additive. The marine concrete overcomes the defects that existing concrete is poor in durability and corrosion resistance. The marine concrete comprises the following raw materials by weight part of 100 parts of hot cement, 25-30 parts of I-level coal ash, 25-30 parts of granulated blast furnace slag, 0.5-1.5 parts of an anti-crack anti-corrosion plasticizer, 250-280 parts of medium-coarse sand, 360-400 parts of secondary rubble and 50-60 parts of water in a mixing mode. The anti-crack anti-corrosion plasticizer comprises the following components by weight percentage of 20-30% of a shrinking and reducing plasticizer, 5-15% of acid and a material capable of generating acid, 1-6% of a corrosion resisting agent, 0.1-1% of a catalyst, 1-3% of a neutralizing agent, 0.1-0.3% of a water repellent, 5-40% of a micro-expanding agent, 0.05-0.5% of an air entraining agent, 1-5% of a compacting agent and 15-55% of a carrier. The strength, the durability, the chloridion permeability resistance and the chloridion diffusion coefficient of the marine concrete are all enhanced.

Description

technical field [0001] The invention relates to concrete, in particular to marine concrete based on composite functional admixtures. Background technique [0002] The influence factors of the geographical environment of coastal concrete structures, especially cross-sea bridges, on concrete bridges and underwater structures are significantly higher than those of inland geographical environment. The main factors that lead to a significant decline in the durability of coastal concrete structure engineering are analyzed as follows: [0003] 1. Chlorine salts in seawater corrode the steel bars in concrete structures, causing structural damage and greatly reducing durability. [0004] The marine concrete project has been in the environment of seawater erosion for a long time, but the seawater is rich in a large amount of chloride salt, and its content is 100-1000 times that of ordinary fresh water. Chloride ions have the characteristics of small particle radius and very strong p...

Claims

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Application Information

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IPC IPC(8): C04B28/00C04B111/74C04B111/24
CPCC04B28/00C04B2111/24C04B2111/74C04B18/08C04B18/142C04B2103/60C04B2103/32C04B14/06C04B14/02
Inventor 陈钒潘家奇刘振江苏笮斌
Owner 中电建路桥集团有限公司
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