Article(id=1322636290521153572, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636274364698818, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20200255, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1586361600000, receivedDateStr=2020-04-09, revisedDate=1590508800000, revisedDateStr=2020-05-27, acceptedDate=null, acceptedDateStr=null, onlineDate=1793270665053, onlineDateStr=2026-10-29, pubDate=1605801600000, pubDateStr=2020-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793270665053, onlineIssueDateStr=2026-10-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793270665053, creator=13701087609, updateTime=1793270665053, updator=13701087609, issue=Issue{id=1322636274364698818, tenantId=1146029695717560320, journalId=1263187385517883426, year='2020', volume='48', issue='11', pageStart='1689', pageEnd='1864', issueExtLink='null', onlineDate='null', pubDate='1605801600000', pubDateStr='2020-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793270661202, creator='13701087609', updateTime=1793277186220, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322663642319930111, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636274364698818, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322663642319930112, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636274364698818, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1706, endPage=1715, ext={EN=ArticleExt(id=1322636292341481509, articleId=1322636290521153572, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Effects of Expansive Agent and Super-Absorbent Polymer on Performance of Ultra-high Performance Concrete, columnId=1322636275505549507, journalTitle=Journal of the Chinese Ceramic Society, columnName=Special Issue for Ultra-high Performance Concrete Ⅱ, runingTitle=null, highlight=null, articleAbstract=

In order to reduce or compensate the autogenous shrinkage of ultra-high performance concrete (UHPC), effects of expansive agent, super-absorbent polymer (SAP), expansive agent (EA) and SAP on the slump flow, setting time, strength and autogenous shrinkage of UHPC were investigated. The results show that EA can reduce the slump flow and shorten the setting time of UHPC, the addition of SAP increases the slump flow and the setting time of UHPC with EA. The EA addition of 4% can slightly increase the compressive and flexural strength of UHPC, the EA addition of 8% can decrease the compressive and flexural strength of UHPC, and the addition of SAP increases the compressive and flexural strength of UHPC with the EA addition of 8%. The autogenous shrinkage of UHPC is reduced by 34.4% at the EA addition of 4%, and the autogenous shrinkage of UHPC is compensated completely with a volume instability at the EA addition of 8%. The SAP addition can further reduce the autogenous shrinkage of UHPC at the EA addition of 4% and increase the volume stability of UHPC at the EA addition of 8%. It is thus indicated that the combined addition of EA and SAP could be an ideal approach to reduce the autogenous shrinkage of UHPC.

, authors=Luming LIU¹, Zhi FANG^{1, 2}, Zhengyu HUANG¹, Bingzhi PEI³, Yuyou WU⁴, authorsList=Luming LIU, Zhi FANG, Zhengyu HUANG, Bingzhi PEI, Yuyou WU, authorCompany=null, correspAuthors=Zhi FANG, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1322636292618305574, articleId=1322636290521153572, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=膨胀剂与内养剂对超高性能混凝土性能的影响, columnId=1322636275924979909, journalTitle=硅酸盐学报, columnName=超高性能混凝土专题Ⅱ, runingTitle=null, highlight=null, articleAbstract=

为降低或完全补偿超高性能混凝土（UHPC）的自收缩，研究了膨胀剂单掺、内养剂单掺、膨胀剂与内养剂复掺对UHPC的流动性、凝结时间、强度和自收缩的影响。结果表明：膨胀剂的加入明显降低和缩短了UHPC的流动性和凝结时间，内养剂的加入可以提高和延长掺膨胀剂UHPC的流动性和凝结时间；4%掺量的膨胀剂能小幅提高UHPC的强度，8%掺量的膨胀剂会降低UHPC的强度，内养剂的加入能改善掺8%膨胀剂UHPC的强度；4%掺量的膨胀剂能降低34.4%的自收缩，8%掺量的膨胀剂能完全补偿UHPC的自收缩，但存在体积安定性不良的问题，内养剂的加入能进一步降低掺4%膨胀剂UHPC的自收缩和改善掺8%膨胀剂UHPC的体积安定性。因此膨胀剂与内养剂复掺是一种较理想的用于降低UHPC自收缩的方法。

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LIU Luming (1988-), male, Ph.D. E-mail: lumingliu@hnu.edu.cn

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LIU Luming (1988-), male, Ph.D. E-mail: lumingliu@hnu.edu.cn

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刘路明（1988—），男，博士。

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刘路明（1988—），男，博士。

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