基于性激活的混合水泥和建筑元素与飞灰和建筑和拆除废弃物中的硫酸盐
William Valencia-Saavedra1, Rafael A Robayo-Salazar1, Ruby Mejía de Gutiérrez1
1Composites Materials Group (CENM), School of Materials Engineering, Universidad del Valle, Calle 13 #100-00, E44, Cali 760032, Colombia.
Materials (Basel, Switzerland)
|September 28, 2023
概括
本研究展示了如何使用飞灰 (FA) 和建筑和拆除废弃物 (CDW) 用性激活来创建混合式水泥材料. 添加波特兰水泥 (OPC) 提高了强度,并允许在结构应用中进行室温固化.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 可持续建筑 可持续建筑
背景情况:
- 越来越需要可持续的建筑材料.
- 建筑和拆除废物 (CDW) 管理的挑战.
- 性激活技术在废物利用方面的潜力.
研究的目的:
- 为了证明使用飞灰 (FA) 和CDW生产混合水泥材料.
- 调查波特兰水泥 (OPC) 添加对机械性能的影响.
- 验证这些材料用于结构混凝土和预制元件的使用.
主要方法:
- 飞灰 (FA) 和建筑和拆除废物 (CDW) 的性激活.
- 使用硫酸作为激活剂.
- 从CDW残留物中加入细和粗.
- 添加10-30%的波特兰水泥 (OPC) 以提高性能和室温固化.
主要成果:
- 混合水泥的压力强度达到37 MPa (FA) 和32 MPa (CDW).
- 活性混凝土 (FA和CDW) 在28天后分别达到22MPa和18MPa.
- 材料符合哥伦比亚结构混凝土的NSR-10标准.
- 通过获得和分类预制元件进行成功的验证.
结论:
- 飞灰 (FA) 和建筑和拆除废物 (CDW) 可以通过性激活有效地用于混合混凝土材料.
- 添加波特兰水泥 (OPC) 提高了机械性能,并使室温固化成为可能.
- 这些可持续材料显示了结构混凝土和预制应用的巨大潜力,有助于减少废物和循环经济原则.
更多相关视频
相关概念视频
Pozzolans
137
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...
137
Hydration of Cement
271
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...
271
Types of Cement II
124
Portland blast-furnace cement is made by blending Portland cement clinker with granulated blast-furnace slag, which accounts for 25 to 65 percent of the cement's weight. Despite its similarities to ordinary Portland (Type I) cement in terms of fineness and setting times, its early strength is lower, though it achieves comparable strength later on. It's particularly suited for mass concrete structures and marine environments due to its lower heat of hydration and superior sulfate...
124
Additives and Fillers in Concrete
110
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...
110
Types of Cement I
141
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...
141
Alkali Aggregate Reaction in Concrete
125
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...
125


