混凝土与环保生物硫混合为水泥替代材料的实验评估
Wonchang Kim1, Taehyung Kim1, Taegyu Lee1
1Department of Fire and Disaster Prevention, Semyung University, Jecheon-si 27136, Choongbuk, Republic of Korea.
Materials (Basel, Switzerland)
|December 17, 2024
概括
生物硫 (BS) 是垃圾填埋场生物气的副产品,作为水泥替代品显示出希望. 优化的BS石灰石混合物增强了混凝土的强度和耐用性,提供了可持续的建筑材料.
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.
- 环境科学 环境科学
背景情况:
- 生物硫 (BS) 是垃圾填埋生物气的副产品.
- 可持续建筑材料的需求量很高.
- 研究BS作为水泥替代品对于废物回收利用至关重要.
研究的目的:
- 评估生物硫 (BS) 作为混凝土中的部分水泥替代品.
- 用石灰石优化BS修改以提高性能.
- 评估BS对混凝土机械性能和耐久性的影响.
主要方法:
- 开发了五种修改后的BS变体,使用不同的硫与石灰石的比率.
- 用不同的BS替代水平准备了混凝土样本.
- 分析了压缩强度,超声波脉冲速度 (UPV) 和X射线衍射 (XRD).
主要成果:
- 硫与石灰石的比率为1:1是最佳的,避免了显著的强度和可加工性损失.
- 混凝土与BS显示压力强度增加了高达12%.
- UPV与BS含量增加,独立于水/粘合剂比率,表明耐用性提高.
结论:
- 经过修改的生物硫,其石灰岩比例为1:1,是可行的水泥替代品.
- 加入BS可以提高混凝土的压力强度和耐久性.
- 在BS混凝土中,XRD证实了有益的Mg-S和Ca-Al-S水合物的形成.
相关概念视频
Pozzolans
101
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...
101
Sulfate Attack on Concrete
108
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...
108
Types of Cement II
93
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...
93
Additives and Fillers in Concrete
89
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...
89
Abrasion Resistance of Concrete
103
Abrasion resistance is an essential characteristic of concrete that determines its durability and longevity under various wear conditions. Concrete surfaces are vulnerable to different types of abrasion. For instance, surfaces may wear down due to the constant movement of vehicles or be eroded by solids carried in water, as seen in concrete canal linings. Specific tests are conducted to measure the abrasion resistance of concrete.
One such test is the revolving disc test, where three plates...
One such test is the revolving disc test, where three plates...
103
Testing Water Quality
103
When the quality of water for concrete preparation is uncertain, its impact on the setting time of cement and compressive strength of mortar is assessed by comparison with de-ionized or distilled water benchmarks. American Society for Testing and Materials (ASTM) C1602 requires the setting times to be within 90 minutes of the control, British Standard (BS) 3146:1980 allows a 30-minute variance in the initial setting, while British Standards European Norm (BS EN) 1008 specifies initial setting...
103


