Development and performance evaluation of a novel ultra-high performance concrete based on low-carbon calcium sulfoaluminate cement

IF 3.9 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Zhiyao Ma, Xujiang Wang, Yonggang Yao, Zeyang Pan, Renjie Mi, Jingwei Li, Jiwen Liu, Jianyong Wang, Yanpeng Mao, Zhijuan Hu, Wenlong Wang
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Abstract

Ultra-high performance concrete (UHPC) faces challenges in optimizing workability, strength, and durability while maintaining sustainability. Calcium sulfoaluminate (CSA) cement, known for its high early strength and low carbon footprint, offers a promising alternative binder. However, its application in UHPC requires further optimization to balance mechanical performance and shrinkage resistance. This study developed a novel UHPC using solid waste-based calcium sulfoaluminate cement (SCSA) and investigated the feasibility of substituting silica fume (SF) with steel slag micro powder (SSMP). The physical properties, hydration process, volume stability, microstructure and carbon footprint of the novel UHPC system were systematically examined. The results demonstrated that the SSMP enhances the mechanical strength of UHPC at all ages, with an 80% replacement increasing compressive strength by 25.9% at 3d, 18.8% at 7d, and 13.4% at 28d compared to the control group. XRD, TG, and MIP results indicate that SSMP further promotes hydration by generating C–S–H through its cementitious activity and pozzolanic reactions. Furthermore, when the SSMP replacement ratio does not exceed 40%, it effectively reduces the autogenous shrinkage of UHPC, addressing a key limitation of conventional UHPC. Microstructural observations show that the addition of SSMP reduces harmful pores, and enhances ettringite crystal interlocking. Moreover, carbon footprint analysis indicates that SCSA-UHPC is a greener material with lower carbon emissions, while the incorporation of SSMP as a replacement further reduces carbon footprint by utilizing solid waste. However, the SSMP content should be controlled, as excess content compromises workability and volume stability. These findings highlight the potential of SCSA-UHPC as a sustainable and high-performance material, providing new insights for low-carbon construction applications.

Abstract Image

低碳硫铝酸钙水泥新型超高性能混凝土的研制与性能评价
超高性能混凝土(UHPC)面临着在保持可持续性的同时优化和易性、强度和耐久性的挑战。硫铝酸钙(CSA)水泥以其高早期强度和低碳足迹而闻名,是一种很有前途的替代粘合剂。然而,其在UHPC中的应用需要进一步优化,以平衡力学性能和抗收缩性能。本研究利用固体废物基硫铝酸钙水泥(SCSA)开发了一种新型超高性能水泥(UHPC),并研究了钢渣微粉(SSMP)替代硅灰(SF)的可行性。系统地考察了新型UHPC体系的物理性能、水化过程、体积稳定性、微观结构和碳足迹。结果表明,SSMP在所有年龄段都能提高UHPC的机械强度,与对照组相比,80%的替代率在3d时提高了25.9%,在7d时提高了18.8%,在28d时提高了13.4%。XRD、TG和MIP结果表明,SSMP通过胶凝活性和火山灰反应生成C-S-H,进一步促进水化。此外,当SSMP替代率不超过40%时,可有效降低UHPC的自缩水率,解决了传统UHPC的一个关键缺陷。显微组织观察表明,SSMP的加入减少了有害孔隙,增强了钙矾石晶体的互锁。此外,碳足迹分析表明,SCSA-UHPC是一种更环保的材料,碳排放量更低,而SSMP作为替代品的加入通过利用固体废物进一步减少了碳足迹。但是,应控制SSMP的含量,因为过量的含量会损害可加工性和体积稳定性。这些发现突出了SCSA-UHPC作为可持续和高性能材料的潜力,为低碳建筑应用提供了新的见解。
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来源期刊
Materials and Structures
Materials and Structures 工程技术-材料科学:综合
CiteScore
6.40
自引率
7.90%
发文量
222
审稿时长
5.9 months
期刊介绍: Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.
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