Chloride ion immobilizing agent

A curing agent and chloride ion technology, applied in the field of chloride ion curing agent, can solve the problems of increasing the water demand of cement, large influence on concrete compressive strength, large amount of admixtures, etc. Ion curing ability, the effect of simple synthesis process

Active Publication Date: 2015-01-14
HOHAI UNIV +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

First, if the aluminate phase (such as C 3 Phase A) content is too high, because the porous structure caused by the crystalline hydration product provides a channel for chloride ion erosion, this effect can even offset the advantage of its solidified chloride ion; in addition, because C 3 A High early hydration heat release, leading to internal temperature rise of concrete, which is especially unfavorable in marine structures
[0007] Patent CN200810030796.X discloses an "admixture for improving the performance of cement-based materials to solidify free chloride ions and its application method". The admixture has a good ability to solidify chloride ions. The mass ratio between nitrate, silicon aluminum oxide and nitrite is controlled at 8-9:1, and mixed with cement-based materials, it can improve the ability of the system to solidify chloride ions, but high doses of nitrite are used It is very easy to cause poisoning, cause harm to the human body, and is difficult to control, and the amount of this add

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0028] (1) Weighing by mass, stir 20 parts of Ca-Al-LDH base, 45 parts of Ca-Si-LDH and 35 parts of Mg-Al-LDH base in an air mixer for 30 minutes until uniformly mixed.

[0029] (2) Weighing by mass, stir 25 parts of Ca-Al-LDH base, 45 parts of Ca-Si-LDH and 30 parts of Mg-Al-LDH base in an air mixer for 30 minutes until uniformly mixed.

[0030] (3) Weighing by mass, stir 20 parts of Ca-Al-LDH base, 45 parts of Ca-Si-LDH and 35 parts of Mg-Al-LDH base in an air mixer for 30 minutes until uniformly mixed.

[0031] (4) Weighing by mass, stir 20 parts of Ca-Al-LDH base, 45 parts of Ca-Si-LDH and 35 parts of Mg-Al-LDH base in an air mixer for 30 minutes until uniformly mixed.

[0032] (5) Weighing by mass, stir 20 parts of Ca-Al-LDH base, 45 parts of Ca-Si-LDH and 35 parts of Mg-Al-LDH base in an air mixer for 30 minutes until uniformly mixed.

Embodiment 2

[0034] According to JGJ206-2010 "Technical Specifications for the Application of Sea Sand Concrete", the ion selective electrode method can be used to determine the content of water-soluble chloride ions (free chloride ions) in concrete. This purpose can be accomplished by using a rapid chloride ion content measuring instrument modeled as CABR-RCTE. The relevant technical parameters of the instrument: input power 220V / AC50Hz; measuring range: 5.0×10 -5 ~1.0×10 -1 Mol / L; measurement time: 2min.

Embodiment 3

[0036] Using the battery induction method to measure the thickness of the protective layer of steel bars in concrete, the instrument needed is a steel bar position detector. According to the "Technical Regulations for the Detection of Reinforcement in Concrete" GB152-2008, when the thickness of the concrete cover is 10mm to 50mm, the detection error is allowed to be around 1mm.

[0037] Example 3

[0038] Use the IM6 electrochemical workstation to measure the half-cell potential and corrosion current density of the steel bar. When the corrosion potential of the steel bar increases rapidly in the negative direction, and the corrosion current density exceeds 0.1 μA / cm 2 , it indicates that the passivation film on the steel surface has been destroyed.

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Abstract

The invention discloses a chloride ion immobilizing agent and an application method thereof, and belongs to the field of civil engineering materials. The chloride ion immobilizing agent is obtained by thoroughly mixing a layered double hydroxide (LDH) and a substance which can be hydrated to generate the LDH in certain parts by mass; chloride ion immobilization is realized by virtue of a chemical reaction between Ca-Al-LDH and a water reducing agent intercalation product (Ca-Al-SP-LDH) thereof, and a chlorine salt and meanwhile by use of the ion exchange characteristic of Ca-Al-Si-LDH and Mg-Al-LDH; as a result, the adverse effect of internal chloride ions on the properties of a cement-based material is reduced, the erosion action of the chloride ions to a reinforcement is relieved, and the chloride ions in the service environment are prevented from permeation and diffusion into the reinforced concrete. When the dosage of the chloride ion immobilizing agent accounts for 2%-5% of the weight parts of a cementing material, the immobilization rate of chloride ions inside the concrete is greater than 90%; internal doping or surface coating protection is capable of enabling the reinforced concrete impermeability to the chloride ions to be improved by I to II levels; the chloride ion immobilizing agent is suitable for sea sand concrete, marine concrete and mortar, magnesium oxychloride cement products, steel structures and reinforcements as well as concrete anticorrosive paints.

Description

technical field [0001] The invention specifically relates to a chloride ion curing agent, which belongs to the field of civil engineering materials. Background technique [0002] Concrete and reinforced concrete structures are widely used in civil engineering. Concrete structures combine the advantages of steel bars and concrete. They are simple in process and low in cost. They are the preferred form of civil engineering construction. The industry has taken another leap forward. However, in actual engineering construction, the problems caused by the lack of concrete durability are becoming more and more serious. The research on the durability of concrete is an important topic in the current structure research. [0003] During the service period, due to the intrusion of moisture and other corrosive media in the environment, concrete will gradually deteriorate due to physical and chemical reactions. The durability of concrete is also gradually reduced in this process, resulti...

Claims

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Application Information

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IPC IPC(8): C04B22/08
Inventor 蒋亚清颜哩哩尤迁黄伟潘云峰张明
Owner HOHAI UNIV
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