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作 者:Suiwei Pan Anqi Ren Yongli Peng Min Wu Wanguo Dong Chunlin Liu Depeng Chen
机构地区:[1]School of Construction Engineering,Ma’anshan University,Ma’anshan,243100,China [2]School of Architectural and Civil Engineering,Anhui University of Technology,Ma’anshan,243032,China [3]School of Management Science and Engineering,Anhui University of Technology,Ma’anshan,243032,China
出 处:《Journal of Renewable Materials》2023年第2期881-904,共24页可再生材料杂志(英文)
基 金:supported by the National Key Research and Development Program of China(No.2021YFB3802005);the National Natural Science Foundation of China(Grant No.51978002);the Natural Science Foundation for the Higher Education Institutions in Anhui Province of China(Grant No.KJ2020A0845);the Housing and Urban-Rural Construction Science and Technology Plan in Anhui Province of China(Grant No.2021-YF69).
摘 要:This study focuses on the workability and compressive strength of ceramsite self-compacting concrete with fine aggregate partially substituted by steel slag sand(CSLSCC)to prevent the pollution of steel slag in the environment.The SF,J-ring,visual stability index,and sieve analysis tests are primarily employed in this research to investigate the workability of freshly mixed self-compacting concrete containing steel slag at various steel slag sand replacement rates.The experiment results indicate that CSLSCC with the 20%volume percentage of steel slag(VPS)performs better workability,higher strength,and higher specific strength.The 7-day compressive strength of CSLSCC with the 0.4 of the water-binder ratio(W/B),decreases with the increase of steel slag content,while the 28-day compressive strength increases significantly.The ceramsite self-compacting concrete with good comprehensive performance can be obtained when the substitution rate of steel slag sand for fine aggregate is less than 20%(volume percentage).
关 键 词:Steel slag CERAMSITE self-compacting concrete WORKABILITY compressive strength
分 类 号:TB3[一般工业技术—材料科学与工程]
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