首页|陶瓷废料基绿色UHPGC力学性能及耐热性能分析

陶瓷废料基绿色UHPGC力学性能及耐热性能分析

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超高性能混凝土 UHPC已在众多领域得到了应用,但基于安全性和使用寿命考虑,对于以陶瓷废料代替细骨料的超高性能地聚合物混凝土 UHPGC 力学性能及耐热性能仍有待深入研究.文中设计制备了 12 种不同配合比的 UHPGC试样,通过开展力学性能测试及耐高温测试,分析陶瓷颗粒、钢纤维掺量对 UHPGC 力学性能及耐热性能的影响.结果表明,UHPGC 的流动度和流动直径随着细集料中陶瓷废料含量的增加而降低;高掺量陶瓷颗粒会缩短 UHPGC的凝结时间;UHPGC的抗压性能随钢纤维掺量的增加而提高,添加陶瓷颗粒一定程度上会降低 UHPGC的抗压性能,陶瓷颗粒含量 22.5%的试样抗压强度降低了 22.88%;利用陶瓷颗粒制备能够制备56d强度超过 120 MPa的 UHPGC,同时保留混凝土的基本特性;含有细陶瓷骨料的 UHPGC 试样在 600℃条件下具有较高的残余抗压强度;UHPGC混合料在 700℃下具有热稳定性结构,而掺有陶瓷颗粒的混合料在 600℃下具有稳定性.
Analysis of the Mechanical Properties and Heat Resistance of Environmentally-friendly Uhpgc Incorporating Ceramic Waste
Ultra-high-performance concrete(UHPC)has found applications in various fields.Howev-er,for ensuring safety and extending service life,there remains a need for comprehensive investigation into the mechanical properties and heat resistance of ultra-high-performance geopolymer concrete(UHPGC)utilizing ceramic waste as a replacement for fine aggregates.The design,preparation,and testing of 12 UHPGC specimens with varying mixing ratios were performed.The aim was to analyze the influence of ceramic particles and steel fiber admixture on the mechanical properties and heat-re-sistant performance of UHPGC through comprehensive mechanical and heat-resistant testing.The findings indicate that as the ceramic waste content in the fine aggregate increased,the flow degree and flow diameter of UHPGC decreased;a higher dosage of ceramic particles led to a reduction in the set-ting time of UHPGC;the compressive properties of UHPGC improved with increased steel fiber dos-age,yet the addition of ceramic particles resulted in decreased compressive properties,with the com-pressive strength of the specimen containing 22.5%ceramic particles decreasing by 22.88%;utilizing ceramic particles in preparation enabled the production of UHPGC with a 56 day strength exceeding 120 MPa while preserving fundamental concrete properties;UHPGC samples incorporating fine ce-ramic aggregates exhibited significant residual compressive strength at 600℃;UHPGC mixes demon-strated a thermally stable structure at 700℃,whereas mixes with ceramic particle additives exhibited stability at 600℃.

fine ceramic wasteUHPGCmechanical propertiesheat resistance properties

彭晓川

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四川省交通建设集团有限责任公司 成都 610047

陶瓷废料 超高性能地聚合物混凝土 力学性能 耐热性能

2024

交通科技
武汉理工大学

交通科技

影响因子:0.495
ISSN:1671-7570
年,卷(期):2024.(4)
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