碱活化混凝土与膨胀聚苯乙烯:一种轻质,高强度的解决方案,耐火和防爆

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
A.Y.F. Ali, Sabry A. Ahmed, M.S. El-Feky
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引用次数: 0

摘要

高温条件下高强度水泥混凝土的爆炸风险凸显了在建筑应用中迫切需要更安全、更有弹性的替代品。这项研究的重点是开发环境可持续,防爆混凝土的选择。利用粒状高炉矿渣(GBFS)生产出了高强度碱活化砂浆(HSAAM),随后用膨胀聚苯乙烯(EPS)代替HSAAM中50%的砂量,研制出了轻质高强碱活化混凝土(LWHSAAC)。该混合物由水玻璃(Na₂SiO₃)、氢氧化钠(NaOH)和碱活化溶液的水组成。样品被置于200°C、400°C和600°C三种不同的温度下,加热速率为10°C/min,持续时间为10、20和30分钟。研究检查了两种冷却方式(炉和水)对性能指标的影响,包括残余抗压强度、劈裂拉伸强度、抗冲击性、质量损失、隔热特性、视觉外观和微观结构完整性。主要发现包括S50在200°C时抗压强度提高3.47% - 18.89%,S50在600°C时抗压强度降低高达82.57%。S50混合物在室温下的冲击能降低27.5%,但在200°C时有所改善。EPS的加入显著增强了隔热性能,在200℃时,S50的核心温度为77.75℃,而S50的核心温度为91.5℃。研究结果为eps注入高强度混凝土的性能提供了有价值的见解,强调了其在火灾易发环境中增强耐热性和结构完整性的潜力。这项研究有助于寻求更安全、更轻量的混凝土解决方案,在保持高机械性能的同时最大限度地降低爆炸风险。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Alkali-activated concrete with expanded polystyrene: A lightweight, high-strength solution for fire resistance and explosive protection
The risk of explosion associated with high-strength cement concrete under elevated temperature conditions underscores the urgent need for safer and more resilient alternatives in construction applications. This study focuses on developing environmentally sustainable, explosion-resistant concrete options. A high-strength alkali-activated mortar (HSAAM) using granulated blast furnace slag (GBFS) was produced, and subsequently, a lightweight, high-strength alkali-activated concrete (LWHSAAC) was developed by replacing 50 % of the sand volume in HSAAM with expanded polystyrene (EPS). The mixtures were prepared with consistent ratios of sodium silicate (Na₂SiO₃), sodium hydroxide (NaOH), and water for the alkali activation solution. Samples were subjected to three distinct temperatures—200 °C, 400 °C, and 600 °C—at a controlled heating rate of 10 °C/min for durations of 10, 20, and 30 min. The study examined the effects of two cooling regimes (furnace and water) on performance metrics, including residual compressive strength, splitting tensile strength, impact resistance, mass loss, thermal insulation characteristics, visual appearance, and microstructural integrity. Key findings include a 3.47 %–18.89 % increase in compressive strength at 200 °C for S0 and a 6.58 %–14.47 % increase for S50, while reductions in compressive strength at 600 °C reached up to 82.57 % for S50. The S50 mix displayed a 27.5 % reduction in impact energy at room temperature but improved at 200 °C. EPS incorporation significantly enhanced thermal insulation, with a core temperature of 77.75 °C for S50 compared to 91.5 °C for S0 at 200 °C. The findings provide valuable insights into the performance of EPS-infused high-strength concrete, emphasizing its potential for enhanced thermal resistance and structural integrity in fire-prone environments. This research contributes to the quest for safer, lightweight concrete solutions that minimize explosion risks while maintaining high mechanical performance.
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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