使用轮胎衍生骨料优化混凝土结构的可持续性:性能改进研究

CivilEng Pub Date : 2023-12-29 DOI:10.3390/civileng5010002
Zeinab Younis, Maryam Nazari
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引用次数: 0

摘要

轮胎衍生骨料混凝土(TDAC),或称橡胶混凝土,作为土木工程中的一种环保选择,正逐渐受到重视。通过用回收的橡胶轮胎替代传统的粗骨料,TDAC 提供了一种具有出色能量吸收能力的绿色选择。这将带来坚固的结构和更低的维护费用。然而,TDAC 的强度低于普通混凝土,因此需要在能量吸收和强度之间取得微妙的平衡。本研究探讨了两种提高 TDAC 性能的方法:(a)氢氧化钠(NaOH)溶液预处理和添加 SikaLatex 粘接剂对 TDAC 抗压强度的影响;(b)使用不同的水灰比和超塑化剂提高 TDAC 的机械性能。这项研究涉及混凝土圆柱体压缩试验和强度估算方程的建立。结果表明,经过 NaOH 处理的轮胎衍生骨料(TDA)可提高工作性,使坍落度增加 4.45 厘米(1.75 英寸),但并不能显著提高抗压强度,反而会降低 34%。相反,在水灰比相同的情况下,将 NaOH 预处理与 Sikalatex 粘结剂结合使用,可将施工性提高 28%,抗压强度提高 21%。为优化性能,建议使用水灰比低于 0.34 的改性 TDA 混凝土和超塑化剂。这些发现凸显了改性 TDA 混凝土在可持续发展和抗震设计中的潜力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Optimizing Sustainability of Concrete Structures Using Tire-Derived Aggregates: A Performance Improvement Study
Tire-derived aggregate concrete (TDAC), or rubberized concrete, is gaining ground as an eco-friendly option in civil engineering. By substituting traditional coarse aggregates with recycled rubber tires, TDAC offers a greener choice with excellent energy absorption capabilities. This leads to robust structures and reduced upkeep expenses. Nonetheless, TDAC’s lower strength than regular concrete requires a delicate balance between energy absorption and strength. This study investigates two enhancements to TDAC performance: (a) the impact of sodium hydroxide (NaOH) solution pretreatment and SikaLatex bonding agent addition on TDAC’s compressive strength, and (b) the use of varying water–cement ratios and superplasticizer to enhance TDAC’s mechanical properties. This study involves concrete cylinder compression tests and the creation of strength estimation equations. Results show that NaOH-treated tire-derived aggregate (TDA) boosts workability, increasing slump by 4.45 cm (1.75 in), yet does not significantly enhance compressive strength, causing a 34% reduction. Conversely, combining NaOH pretreatment with Sikalatex bonding agent enhances workability by 28% and boosts compressive strength by 21% at the same water-cement ratio. To optimize performance, it is advised to employ modified TDA concrete with a water–cement ratio under 0.34 and superplasticizer. These findings highlight the potential of modified TDA concrete in sustainable and seismic-resistant designs.
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