Article(id=1322944394839589120, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210314, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1619366400000, receivedDateStr=2021-04-26, revisedDate=1625328000000, revisedDateStr=2021-07-04, acceptedDate=null, acceptedDateStr=null, onlineDate=1793344122847, onlineDateStr=2026-10-30, pubDate=1637337600000, pubDateStr=2021-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793344122847, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793344122847, creator=13701087609, updateTime=1793344122847, updator=13701087609, issue=Issue{id=1322943027827848128, tenantId=1146029695717560320, journalId=1263187385517883426, year='2021', volume='49', issue='11', pageStart='2313', pageEnd='2548', issueExtLink='null', onlineDate='null', pubDate='1637337600000', pubDateStr='2021-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793343796927, creator='13701087609', updateTime=1793345952795, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322952070252343421, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322952070252343422, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2405, endPage=2415, ext={EN=ArticleExt(id=1322944395397431554, articleId=1322944394839589120, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Preparation of Low-Shrinkage and Radiation-Shielding Ultra-High Performance Concrete and Its Performance Formation Mechanism, columnId=1322943028415050689, journalTitle=Journal of the Chinese Ceramic Society, columnName=Special Issue on Ultra-HiHh HerHorHance Concrete Ⅱ, runingTitle=null, highlight=null, articleAbstract=

An ultra-high performance concrete (UHPC) with high strength, low shrinkage, strong radiation shielding and impact resistance was prepared, and its performance formation mechanism was analyzed. The results show that the as-prepared low shrinkage radiation shielding UHPC has 28-d compressive strength of > 120 MPa, 28-d flexural strength of > 20 MPa, 180-d shrinkage rate of < 385×10^-6, radiation shielding efficiency of 85% and energy consumption for dynamic impact cracking of 5 600 kJ/m³. The high performance of this UHPC is mainly due to the dense-packing design, interfacial strengthening effect of titanium-rich heavyweight slag sand and "pin structure", the combination of internal curing of titanium-rich heavyweight slag sand and shrinkage compensation of expansive agent, the radiation shielding effect of Ba and Fe elements in barite powder/sand, titanium-rich heavyweight slag sand and steel fiber, and the combining toughening effect of steel fiber and polymer fiber.

, authors=Gaozhan ZHANG^{1, 2}, Mingming WU¹, Jun YANG^{1, 2}, Qingjun DING³, Dongshuai HOU⁴, Chao DENG³, authorsList=Gaozhan ZHANG, Mingming WU, Jun YANG, Qingjun DING, Dongshuai HOU, Chao DENG, authorCompany=null, correspAuthors=Qingjun DING, 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=1322944397389725957, articleId=1322944394839589120, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=低收缩防辐射超高性能混凝土的制备及其性能形成机理, columnId=1322636275924979909, journalTitle=硅酸盐学报, columnName=超高性能混凝土专题Ⅱ, runingTitle=null, highlight=null, articleAbstract=

针对现有防辐射混凝土力学强度、抗冲击性能和防辐射性能难以兼顾的问题，研制了一种具有超高强度、低收缩、高防辐射和高抗冲击性能的超高性能混凝土（UHPC），并分析了其主要性能的形成机理。结果表明：制备的低收缩防辐射超高性能混凝土28 d抗压/抗折强度可达120/20 MPa，180 d收缩率可低至385×10^-6，辐射屏蔽效率可达85%，动态冲击终裂总能耗可达5 600 kJ/m³；其性能主要源于UHPC密实设计原理，高钛重矿渣砂界面增强和“销钉结构”作用，高钛重矿渣砂内养护与膨胀剂交互作用，重晶石粉/砂、高钛重矿渣砂和钢纤维中Ba、Fe等主要组成元素的射线屏蔽作用，以及钢纤维和聚合物纤维的复合增韧作用。

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ZHANG Gaozhan (1981-), male, Ph. D, Associate Professor. E-mail: gaozhanzhang@126.com

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ZHANG Gaozhan (1981-), male, Ph. D, Associate Professor. E-mail: gaozhanzhang@126.com

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