Anti-erosion agent for concrete, preparation method and application thereof

An anti-erosion agent and concrete technology, applied in the field of building materials, can solve the problems affecting the safety of concrete structures, structure failure, low early strength, etc., achieve good freeze-thaw cycle resistance, maintain fluidity loss, reduce large The effect of porosity

Inactive Publication Date: 2010-07-21
HUNAN CSCEC5B CONCRETE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The chemical corrosion of concrete includes acid, alkali, salt corrosion, carbonation and alkali-aggregate reaction, etc. After the concrete is subjected to chemical corrosion, its mechanical properties are greatly reduced, and it is more likely to cause expansion cracking, structural looseness, steel corrosion and other phenomena, resulting in the entire reinforced concrete structure. collapse and structural failure, which not only affects the safety of concrete structures, but also causes great economic losses and waste of resources
For a long time, people have adopted various measures to solve the anti-corrosion problem of concrete, such as increasing the amount of cement, improving the aggregate gradation, adding water reducing agents, etc., but the results are limited and

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0044] A method for preparing a concrete anti-erosion agent (the concrete anti-erosion agent is a concrete anti-erosion agent based on undisturbed ultrafine fly ash microbeads), the method includes the following steps:

[0045] (1) Prepare materials according to the following components and content (Kg):

[0046] Undisturbed ultra-fine fly ash beads 100

[0047] Lignosulfonate water reducer 6

[0048] Sulphoaluminate expansion agent 45

[0049] Sodium lauryl sulfate 0.03

[0050] Sodium dodecylbenzene sulfonate 0.08

[0051] Condensed silica fume 25

[0052] Trisodium citrate 0.3

[0053] Sodium gluconate 0.2

[0054] (2) Put the original ultrafine fly ash beads and water reducing agent into the dry powder mixer for mechanical mixing for 2-5 minutes;

[0055] (3) Put in expansion agent, air-entraining agent, filler, retarder in sequence, and mix evenly. The total mechanical mixing time is 5-7min to obtain concrete anti-corrosion agent.

[0056] Adding 10% of the cement weight of the concrete a...

Embodiment 2

[0058] A method for preparing a concrete anti-erosion agent (the concrete anti-erosion agent is a concrete anti-erosion agent based on undisturbed ultrafine fly ash microbeads), the method includes the following steps:

[0059] (1) Prepare materials according to the following components and content (Kg):

[0060] Undisturbed ultra-fine fly ash beads 100

[0061] Lignosulfonate water reducing agent 8

[0062] Sulphoaluminate expansion agent 70

[0063] Sodium lauryl sulfate 0.04

[0064] Sodium dodecylbenzene sulfonate 0.08

[0065] Condensed silica fume 50

[0066] Trisodium citrate 0.6

[0067] Sodium gluconate 0.4

[0068] (2) Put the original ultrafine fly ash beads and water reducing agent into the dry powder mixer for mechanical mixing for 2-5 minutes;

[0069] (3) Put in expansion agent, air-entraining agent, filler, retarder in sequence, and mix evenly. The total mechanical mixing time is 5-7min to obtain concrete anti-corrosion agent.

[0070] Adding 8% of the cement weight of concrete...

Embodiment 3

[0072] A method for preparing a concrete anti-erosion agent (the concrete anti-erosion agent is a concrete anti-erosion agent based on undisturbed ultrafine fly ash microbeads), the method includes the following steps:

[0073] (1) Prepare materials according to the following components and content (Kg):

[0074] Undisturbed ultra-fine fly ash beads 100

[0075] Lignosulfonate water reducing agent 7

[0076] Sulphoaluminate expansion agent 60

[0077] Sodium lauryl sulfate 0.04

[0078] Sodium dodecylbenzene sulfonate 0.09

[0079] Condensed silica fume 40

[0080] Trisodium citrate 0.4

[0081] Sodium gluconate 0.2

[0082] (2) Put the original ultrafine fly ash beads and water reducing agent into the dry powder mixer for mechanical mixing for 2-5 minutes;

[0083] (3) Put in expansion agent, air-entraining agent, filler, retarder in sequence, and mix evenly. The total mechanical mixing time is 5-7min to obtain concrete anti-corrosion agent.

[0084] Adding 6% concrete anti-corrosion agent by...

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Abstract

The invention relates to an anti-erosion agent for concrete, a preparation method and an application thereof. The anti-erosion agent comprises the following components in parts by weight: 100 parts of original-state superfine fly ash microsphere, 5-9 parts of water reducer, 30-80 parts of expanding agent, 0.075-0.3 part of air entraining agent, 25-75 parts of bulking agent and 0.37-1.25 parts of retarder. Compared with the prior art, the product of the invention utilizes the original-state superfine fly ash microspheres and has excellent performance, the production process is simple, the application is convenient, the applicability is universal, and the application effect is extremely standout. As for the concrete prepared by adopting the product of the invention, the anti-sulphate-erosion ability thereof can be improved by 5-8 times, the anti-chloridion-penetrating ability can be improved by more than 3 times, and the service life of the concrete structure can be prolonged by 3-4 times under the condition that the service environment of the concrete structure is not changed.

Description

Technical field [0001] The invention relates to building materials, in particular to a concrete anti-corrosion agent and its preparation method and application. Background technique [0002] The chemical attack of concrete includes acid, alkali, salt attack, carbonization and alkali-aggregate reaction. After the concrete is subjected to chemical attack, its mechanical properties are greatly reduced, and it is more likely to cause expansion and cracking, structural looseness, steel bar corrosion and other phenomena, resulting in the entire reinforced concrete structure Crash and structural failure, which not only affects the safety of concrete structures, but also causes great economic losses and waste of resources. For a long time, people have adopted various measures to solve the anti-corrosion problem of concrete, such as increasing the amount of cement, improving the gradation of aggregates, adding water-reducing agents, etc., but the results are limited and the cost increases...

Claims

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Application Information

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IPC IPC(8): C04B24/20C04B24/18C04B24/16C04B24/10C04B24/04C04B22/06C04B103/61
CPCC04B2111/2015C04B2111/00741C04B40/0039C04B28/02Y02W30/91C04B7/323C04B18/146C04B20/0076C04B2103/22C04B2103/302C04B2103/304C04B24/06C04B24/16C04B24/18
Inventor 孙振平冯波蒋正武
Owner HUNAN CSCEC5B CONCRETE
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