中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Sulphate Corrosion Mechanism of Ultra-High-Performance Concrete (UHPC) Prepared with Seawater and Sea Sand

文献类型:期刊论文

作者Sun, Xin4,5; Li, Tianyu3; Shi, Fangying1; Liu, Xiaoyan3; Zong, Yingxia2; Hou, Baorong5; Tian, Huiwen4,5
刊名POLYMERS
出版日期2022-03-01
卷号14期号:5页码:21
关键词sea sand polymer cement mortar UHPC sulphate corrosion material characterization X-CT
DOI10.3390/polym14050971
通讯作者Li, Tianyu(brhou@qdio.ac.cn) ; Hou, Baorong(brhou@qdio.ac.cn) ; Tian, Huiwen(tianhuiwen@qdio.ac.cn)
英文摘要The lack of river sand is becoming increasingly serious. In this study, we consider how to use sea sand to prepare innovative construction and building materials with excellent mechanical and durability properties. Sulphate corrosion causes expansion, cracking and spalling of concrete, resulting in the reduction or even loss of concrete strength and cementation force. In this paper, artificial seawater, sea sand, industrial waste, steel fiber and polycarboxylate superplasticizer were used to prepare ultra-high-performance polymer cement mortar (SSUHPC), and the sulphate corrosion mechanism was investigated. The strength and cementation force of mortar on the SSUHPC surface decreased and flaked off with the development of sulphate erosion, and the steel fiber rusted and fell off. A 3D model was established based on X-ray computed tomography (X-CT), and the results showed that SSUHPC maintained excellent internal structural characteristics despite severe sulphate erosion on the surface. Mercury intrusion porosimetry (MIP), scanning electron microscopy (SEM) and X-ray diffraction (XRD) techniques were adopted to investigate the sulphate corrosion mechanism of SSUHPC. We found a transition zone within 1-5 mm of the surface of SSUHPC. The Vickers hardness of mortar in this area was increased by 5~15%, and the porosity was reduced to 3.8489%. Obvious structural damage did not occur in this area, but a high content of gypsum appeared. UHPC prepared with seawater sea sand was found to have better sulphate resistance than that prepared with freshwater river sand, which supports the development and utilization of sea sand in concrete.
资助项目Shandong Key Laboratory of Corrosion Science, China ; National Natural Science Foundation of China[41827805] ; National Natural Science Foundation of China[51879093]
WOS研究方向Polymer Science
语种英语
出版者MDPI
WOS记录号WOS:000768475500001
源URL[http://ir.qdio.ac.cn/handle/337002/178236]  
专题海洋研究所_海洋腐蚀与防护研究发展中心
通讯作者Li, Tianyu; Hou, Baorong; Tian, Huiwen
作者单位1.Hohai Univ, Coll Environm, Nanjing 210098, Peoples R China
2.Qingdao Univ Sci & Technol, Coll Chem & Mol Engn, Qingdao 266071, Peoples R China
3.Hohai Univ, Coll Mech & Mat, Nanjing 210098, Peoples R China
4.Univ Chinese Acad Sci, 19 A Yuquan Rd, Beijing 100049, Peoples R China
5.Chinese Acad Sci, Inst Oceanol, Key Lab Marine Environm Corros & Biofouling, Qingdao 266071, Peoples R China
推荐引用方式
GB/T 7714
Sun, Xin,Li, Tianyu,Shi, Fangying,et al. Sulphate Corrosion Mechanism of Ultra-High-Performance Concrete (UHPC) Prepared with Seawater and Sea Sand[J]. POLYMERS,2022,14(5):21.
APA Sun, Xin.,Li, Tianyu.,Shi, Fangying.,Liu, Xiaoyan.,Zong, Yingxia.,...&Tian, Huiwen.(2022).Sulphate Corrosion Mechanism of Ultra-High-Performance Concrete (UHPC) Prepared with Seawater and Sea Sand.POLYMERS,14(5),21.
MLA Sun, Xin,et al."Sulphate Corrosion Mechanism of Ultra-High-Performance Concrete (UHPC) Prepared with Seawater and Sea Sand".POLYMERS 14.5(2022):21.

入库方式: OAI收割

来源:海洋研究所

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