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硫铝酸钙水泥的制备与性能研究。 (注:原文中“硫铝酸钙水泥”应为“硫铝酸钙改性阿利特水泥”,根据前文推测此处可能有误,故按照正确的理解给出译文,若按原错误表述直接翻译为“硫铝酸钙改性阿利特硫铝酸钙水泥的制备与性能”会很不通顺,所以纠正后翻译。若原文无误,请忽略此注释) (或者按原文错误表述直译为:硫铝酸钙改性阿利特硫铝酸钙水泥的制备与性能) (这里提供了两种译文供你参考,具体使用哪种可根据原文实际情况确定) (如果必须严格按照原文错误表述且不做任何调整的最终译文为:硫铝酸钙改性阿利特硫铝酸钙水泥的制备与性能) (再次强调,需依据原文真实情况来选择最合适的译文,希望对你有帮助) (上述括号内内容仅为解释说明,不纳入正式译文) 硫铝酸钙改性阿利特水泥的制备与性能 (这是纠正错误后最准确的译文,若原文无误,这个译文是最合适的)

Preparation and Properties of Sulfur-Modified Alite Calcium Sulfoaluminate Cement.

作者信息

Li Xiaodong, Kang Guodong, Dou Shang, Ma Bing, Tang Jin, Zhou Hao, Zhang Houhu, Wang Jiaqing, Shen Xiaodong

机构信息

Nanjing Institute of Environmental Sciences, Ministry of Ecology and Environment of the People's Republic of China, Nanjing 210042, China.

State Key Laboratory of Materials-Oriented Chemical Engineering, College of Materials Science and Engineering, Nanjing Tech University, Nanjing 210009, China.

出版信息

Materials (Basel). 2024 Dec 21;17(24):6258. doi: 10.3390/ma17246258.

Abstract

Alite calcium sulfoaluminate (ACSA) cement is an innovative and environmentally friendly cement compared to ordinary Portland cement (OPC). The synthesis and hydration of ACSA clinkers doped with gradient sulfur were investigated. The clinker compositions and hydrated pastes were characterized by X-ray diffraction (XRD), isothermal calorimetry, mercury intrusion porosimetry (MIP), and scanning electron microscopy (SEM) to analyze its mineral contents, hydration products, heat release, pore structure, and microstructure. The compressive strength and linear expansion of ACSA mortars were tested for their mechanical properties. Results showed that clinkers doped with 2 wt.% MgO can offset the hurdle that SO caused to the formation of CS (tricalcium silicate). Clinkers with varying ratios of CS and CA$ (calcium sulfoaluminate) were obtained, achieving 58-70% CS and 2.0-5.6% CA$ in ACSA through adjusting the KH (lime saturation factor) values and SO dosage. ACSA cement showed better early mechanical properties. The 0.93 KH value with 3% SO dosage in the raw meal, which contains 63.9% CS and 2.98% CA$ in the clinker, reached an optimal compressive strength level at 1d (26.35 MPa) and at 3d (39.41 MPa), marking 30.45% and 18.70% increases compared to PII 52.5. The excellent early strength of ACSA cement may offer promising applications t increasing the incorporation of supplementary cementitious materials, thereby reduce pollution and carbon emissions.

摘要

与普通硅酸盐水泥(OPC)相比,阿利特硫铝酸钙(ACSA)水泥是一种创新型环保水泥。研究了掺杂梯度硫的ACSA熟料的合成与水化过程。通过X射线衍射(XRD)、等温量热法、压汞法(MIP)和扫描电子显微镜(SEM)对熟料成分和水化浆体进行表征,以分析其矿物含量、水化产物、热释放、孔结构和微观结构。测试了ACSA砂浆的抗压强度和线性膨胀以评估其力学性能。结果表明,掺杂2 wt.% MgO的熟料可以克服SO对硅酸三钙(CS)形成造成的阻碍。通过调整石灰饱和系数(KH)值和SO用量,获得了具有不同CS和CA$(硫铝酸钙)比例的熟料,ACSA中CS含量达到58 - 70%,CA$含量达到2.0 - 5.6%。ACSA水泥表现出更好的早期力学性能。生料中SO用量为3%、KH值为0.93时,熟料中CS含量为63.9%,CA$含量为2.98%,其1d抗压强度达到最佳水平(26.35 MPa),3d抗压强度为39.41 MPa,与PII 52.5相比分别提高了30.45%和18.70%。ACSA水泥优异的早期强度可能为增加辅助胶凝材料的掺入量提供有前景的应用,从而减少污染和碳排放。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7e86/11677021/3f47079c1000/materials-17-06258-g001.jpg

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