Improving the mechanical properties of cement-based materials under high temperature: Reducing the C3S/C2S ratio
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作者:
Wei, Tingcong
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Guangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R ChinaGuangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R China
Wei, Tingcong
[1
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Xiao, Jianzhuang
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Guangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R ChinaGuangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R China
Xiao, Jianzhuang
[1
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Cheng, Xiaowei
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Southwest Petr Univ, Sch New Energy & Mat, Chengdu 610500, Peoples R ChinaGuangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R China
Cheng, Xiaowei
[2
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Gong, Peng
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Southwest Petr Univ, Sch New Energy & Mat, Chengdu 610500, Peoples R ChinaGuangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R China
Gong, Peng
[2
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Mei, Kaiyuan
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Southwest Petr Univ, Sch New Energy & Mat, Chengdu 610500, Peoples R ChinaGuangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R China
Mei, Kaiyuan
[2
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Hou, Zhengmeng
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Tech Univ Clausthal, Res Ctr Energy Storage Technol, D-38640 Goslar, GermanyGuangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R China
Hou, Zhengmeng
[3
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Wu, Xuning
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Tech Univ Clausthal, Res Ctr Energy Storage Technol, D-38640 Goslar, GermanyGuangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R China
Wu, Xuning
[3
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机构:
[1] Guangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R China
[2] Southwest Petr Univ, Sch New Energy & Mat, Chengdu 610500, Peoples R China
[3] Tech Univ Clausthal, Res Ctr Energy Storage Technol, D-38640 Goslar, Germany
Aiming at the phenomenon of strength decline of cement stone at high temperatures, a new method was proposed to enhance its mechanical properties: the CaO/SiO2 ratio was pre-emptively reduced by decreasing the C3S/C2S ratio in the cement, which was then reinforced with an appropriate amount of silica powder. To verify the reliability of this new method, the hydration characteristics of the C3S-C2S system at 230 degrees C and 20.7 MPa were investigated via Vickers hardness, BJH, XRD, TGA, and SEM-EDS. Results showed no emergence of new physical phases with changes in the C3S/C2S ratio. Increasing the content of C2S facilitated the formation of additional xonotlite. Optimal Vickers hardness of the C3S-C2S system was attained at 27.69 MPa when the C3S:C2S ratio was 1:1. The compressive strength of compound cement, comprising G-class oil-well cement and low-heat cement, increased by 5-10 MPa when the C3S:C2S ratio in the compound cement was approximately 1.07:1. Both the C3S-C2S system and compound cement showed that their mechanical properties increased with increasing C2S content. Predictions suggest an optimal C3S:C2S ratio of 1:1 for the new low-calcium high-temperature-resistant cement. The future application of this new method promises material cost savings and reduced carbon emissions from cement production.
机构:
State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan,430070, China
Beijing Building Materials Academy of Sciences Research, BBMG Corporation, Beijing,100041, ChinaState Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan,430070, China
Zhao, Sixue
Liu, Zhichao
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State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan,430070, China
School of Materials Science and Engineering, Wuhan University of Technology, Wuhan,430070, ChinaState Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan,430070, China
Liu, Zhichao
Wang, Fazhou
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State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan,430070, ChinaState Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan,430070, China
Wang, Fazhou
Hu, Shuguang
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State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan,430070, ChinaState Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan,430070, China