长期干湿循环对城市固体废物焚烧飞灰固化/稳定的影响,使用新型水泥材料
Wei Deng1, Pingfeng Fu2, Jia Li1
1School of Civil and Resources Engineering, University of Science and Technology Beijing, Beijing, 100083, China.
概括
一种新的金泥凝固材料 (MSCM) 有效地固定了城市固体废物焚烧飞灰 (MSWI FA) 中的重金属. 与普通波特兰水泥 (OPC) 相比,基于MSCM的块在干湿周期下表现出优越的长期稳定性.
科学领域:
- 环境工程 环境工程
- 材料科学 材料科学 材料科学
- 废物管理 废物管理
背景情况:
- 固化/稳定 (S/S) 对于在城市固体废物焚烧飞灰 (MSWI FA) 中固定有毒重金属至关重要.
- 现有的方法,比如使用普通波特兰水泥 (OPC),在长期有效性方面面临挑战,特别是在环境压力因素下.
- 开发新的,更稳定的水泥材料对于安全的MSWI FA处置至关重要.
研究的目的:
- 为MSWI FA的S/S开发和评估一种基于金属的新型固材料 (MSCM).
- 评估MSCM处理的MSWI FA在干湿循环 (DWC) 下的S/S有效性和长期稳定性.
- 为了比较MSCM与普通波特兰水泥 (OPC) 的性能,用于MSWI FA稳定.
主要方法:
- 开发一种使用高炉,钢,脱硫石膏和酸污泥的泥材料.
- 准备和测试MSCM-MSWI FA和OPC-MSWI FA块. 这是一个很好的方法.
- 在30个DWC循环之前和之后评估压力强度,重金属液 (Pb,Zn,Cd).
- 使用X射线衍射 (XRD),X射线光电子光谱 (XPS) 和用能量分散光谱 (SEM-EDS) 扫描电子显微镜进行分析.
主要成果:
- MSCM-FA块 (25重量%的MSCM) 在28天内达到9.38 MPa的压力强度,初始漏度低 (Pb: 51.4 μg/L, Zn: 1895.8 μg/L, Cd: 36.1 μg/L).
- 在30个DWC后,MSCM-FA区块的浸出度明显较低 (Pb: 130.7 μg/L, Zn: 9107.4 μg/L, Cd: 156.8 μg/L) 与OPC-FA区块 (Pb: 689 μg/L, Zn: 11,870.6 μg/L, Cd: 185.2 μg/L) 相比.
- 在MSCM-FA块中,XRD,XPS和SEM-EDS证实了稳定的Pb-O-Si和Zn-O-Si键的形成,而OPC-FA块显示结构退化和重金属透性增加.
结论:
- 新型MSCM显示了MSWI FA的高水反应性和优异的S/S性能.
- 与OPC相比,MSCM在MSWI FA中提供了优越的重金属长期稳定性,特别是在具有挑战性的干湿条件下.
- 形成特定的化学键和结构完整性有助于增强基于MSCM的固化MSWI FA的耐用性.
更多相关视频
11:14Two-way Valorization of Blast Furnace Slag: Synthesis of Precipitated Calcium Carbonate and Zeolitic Heavy Metal Adsorbent
Published on: February 21, 2017
12.4K
05:38Production and Analysis of Sporosarcina pasteurii Biocement Bricks Using Custom 3D-Printed Molds for Unconfined Compression Tests
Published on: March 7, 2025
256
相关概念视频
Pozzolans
112
Pozzolans are siliceous or aluminous materials blended with Portland cement. They interact with the calcium hydroxide produced during the hydration of Portland cement and contribute to improved strength and durability of concrete. The pozzolanic activity, a measure of a pozzolan's effectiveness, is typically assessed using the strength activity index, as defined in ASTM C 618-93, which calculates the ratio of the compressive strength of cement mixtures with and without pozzolan.
Fly ash is...
Fly ash is...
112
Hydration of Cement
232
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...
232
Strength and Heat of Hydration
237
The hydration of cement is an exothermic reaction in which heat is generated as cement hydrates. This heat of hydration is critical to cement's strength development. The rate at which this heat is generated affects the temperature rise, with a majority of the heat being released early in the hydration process, half within the first three days, and about 75% within the first week.
The heat of hydration for each cement compound is significant; for instance, tricalcium aluminate (C3A) and...
The heat of hydration for each cement compound is significant; for instance, tricalcium aluminate (C3A) and...
237
Types of Cement I
123
Portland cement comes in several types, each with distinct properties and applications based on their chemical composition and hydration characteristics:
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
123
Additives and Fillers in Concrete
94
Additives and fillers are integral to enhancing the properties of concrete. Pozzolans and blast-furnace slag are additives or admixtures due to their reactions with calcium hydroxide released during cement hydration. Fillers, which are finely ground and similar in fineness to Portland cement, improve concrete attributes such as workability density, and reduce capillary bleeding or cracking. Some fillers possess hydraulic properties or participate in benign reactions within the cement paste.
The...
The...
94
Curing of Concrete
94
The hydration of cement takes place within the water-filled capillary pores. However, environmental elements can disrupt this process by evaporating water from the concrete surfaces. Sealed concrete with a water-cement ratio below 0.5 experiences self-desiccation, leading to water loss. The water loss in concrete is mitigated by curing. This technique involves keeping the concrete saturated to maintain the necessary temperature and moisture conditions, to optimally fill the spaces in the cement...
94
