在性环境下研究氧化水泥的恶化机制
Lingyun An1, Chenggong Chang2,3,4, Fengyun Yan2
1Qinghai Provincial Key Laboratory of Nanomaterials and Technology, College of Physics and Electronic Information Engineering, Qinghai Minzu University, Xining 810007, China.
Materials (Basel, Switzerland)
|September 9, 2023
概括
氧化水泥 (MOC) 在性环境中由于氧化离子与P5相反应而迅速恶化. 在NaOH溶液中长时间浸泡可以显著降低MOC.
科学领域:
- 材料科学 材料科学 材料科学
- 水泥化学 水泥化学
- 腐蚀科学 腐蚀科学
背景情况:
- 氧化水泥 (MOC) 在性环境中容易降解.
- 了解MOC的恶化机制对于其应用和耐用性至关重要.
研究的目的:
- 研究MOC在性环境中的恶化过程和机制.
- 评估浸泡时间在NaOH溶液中对MOC特性的影响.
主要方法:
- 扫描电子显微镜 (SEM) 用于形态学.
- 用X射线衍光测量 (XRD) 检测相位组合.
- 福里埃变换红外光谱法 (FT-IR) 用于化学变化.
- 压力强度测试. 压力强度测试.
主要成果:
- 性环境促进了MOC中的5Mg(OH) 2·MgCl2·8H2O (P5) 阶段的水解.
- 随着浸泡时间在NaOH溶液中增加,恶化加速.
- 压力强度显著下降,观察到相位变化和形态变化.
结论:
- 在性条件下MOC恶化的主要原因是氧离子与P5相的反应.
- 浸泡时间与MOC降解的程度直接相关.
- 当MOC长时间暴露在性环境中时,其压力强度显著降低,微观结构发生变化.
相关概念视频
Alkali Aggregate Reaction in Concrete
130
The alkali-aggregate reaction in concrete involves natural siliceous minerals in aggregates reacting with alkaline hydroxides derived from cement alkalis. This reaction forms an alkali-silica gel that absorbs water, swells, and increases in volume, which is confined by the surrounding cement paste, creating internal pressures that crack and disrupt the concrete. The extent of expansion and damage can be partly attributed to the alkali-silica reaction's osmotic hydraulic pressure and the...
130
Corrosion of Reinforcement
213
The corrosion of steel reinforcement within concrete is a process influenced by the material's inherent properties and external factors. The high pH level of around 13, provided by calcium hydroxide present in concrete, initially protects the steel reinforcement by promoting the formation of a passive iron oxide layer on its surface.
However, over time and under certain conditions like carbonation, chloride ingress, and cracking this protective state can be compromised. Steel has areas with...
However, over time and under certain conditions like carbonation, chloride ingress, and cracking this protective state can be compromised. Steel has areas with...
213
Hydration of Cement
279
Hydration of cement is a chemical reaction between cement particles and water. This process occurs primarily through two mechanisms: through-solution and topochemical. In the through-solution process, anhydrous compounds dissolve into their constituents, hydrates form in the solution, and then precipitate from the supersaturated solution. The topochemical process involves solid-state reactions at the cement particle surface. The through-solution process dominates the topochemical process at the...
279
Acid Attack on Concrete
245
When acids come into contact with concrete, they initiate a chemical reaction that dissolves the hydrated cement paste. This process leads to softening and structural weakening of the concrete. This issue is commonly observed in environments such as chimneys, sewers, and industrial settings. The severity of the damage increases as the pH of the water interacting with the concrete drops below 6.5. In particular, a pH under 4.5 can cause significant concrete damage.
The rate at which hydrogen...
The rate at which hydrogen...
245
Sulfate Attack on Concrete
169
Sulfate attack on concrete is a deterioration process characterized by a whitish discoloration beginning at the edges and corners, accompanied by cracking and spalling. This phenomenon occurs when sulfates react with the components of hardened concrete, forming compounds like calcium sulfate and calcium sulfoaluminate which occupy more space than the substances they replace, causing the concrete to expand and disrupt.
Sulfates from sources like soil, groundwater, or industrial effluents...
Sulfates from sources like soil, groundwater, or industrial effluents...
169
Effect of Sea Water on Concrete
278
Concrete exposed to seawater can undergo degradation like the dissolution of ettringite and gypsum, increasing the material's porosity and decreasing its strength. In contrast, the crystallization of salts within the concrete's pores can cause expansion, particularly above the waterline where evaporation occurs. Nonetheless, this expansion only happens when seawater, enabled by the concrete's permeability, manages to infiltrate the structure.
Concrete in areas between tide marks,...
Concrete in areas between tide marks,...
278


