Article(id=1318979415741149639, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20230217, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1680451200000, receivedDateStr=2023-04-03, revisedDate=1681401600000, revisedDateStr=2023-04-14, acceptedDate=null, acceptedDateStr=null, onlineDate=1792398798165, onlineDateStr=2026-10-19, pubDate=1700409600000, pubDateStr=2023-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792398798165, onlineIssueDateStr=2026-10-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792398798165, creator=13701087609, updateTime=1792398798165, updator=13701087609, issue=Issue{id=1318979383570837667, tenantId=1146029695717560320, journalId=1263187385517883426, year='2023', volume='51', issue='11', pageStart='2739', pageEnd='3038', issueExtLink='null', onlineDate='null', pubDate='1700409600000', pubDateStr='2023-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792398790495, creator='13701087609', updateTime=1792399377667, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1318981846411629158, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1318981846411629159, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2914, endPage=2923, ext={EN=ArticleExt(id=1318979415967642056, articleId=1318979415741149639, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Rheology and Strength of Silane Modified Ultra-High Performance Concrete, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

To reduce the viscosity and promote the workability of ultra-high performance concrete (UHPC), this paper selected aminosilane (KH550) with a hydrophilic functional group as auxiliary admixtures for UHPC mixtures. The effects of the mixture ratio and dosage of hydrolyzed silane on the mechanical properties and rheology of UHPC were investigated. The silane modification mechanism of UHPC was discussed. The results show that KH550 is suitable for hydrolysis in the mixed solvent of anhydrous ethanol and deionized water (or tap water). The optimum hydrolysis ratio (mass ratio) is determined as m₁ (KH550): m₂ (deionized water or tap water): m₃ (anhydrous ethanol)=1.0∶3.0∶(2.5-5.0). The hydrolysis process is carried out under stirring for 3 min and hydrolyzed for more than 2 h. The optimum silane content in UHPC (calculated according to a mass ratio with silica fume in UHPC) is 1%. The Bingham model can be used to describe the rheological behavior of fresh UHPC modified by hydrolyzed silane. The rheological properties of fresh UHPC modified by hydrolyzed silane are improved, but the effect on the mechanical properties is ignored.

, authors=Chuanxi LI^{1, 2}, Shengjie WANG², Yuhang XIA², Huaiyu ZHANG³, Xiaoping LIAO³, Dacheng HUANG³, authorsList=Chuanxi LI, Shengjie WANG, Yuhang XIA, Huaiyu ZHANG, Xiaoping LIAO, Dacheng HUANG, authorCompany=null, correspAuthors=null, authorNote=, correspAuthorsNote=null, 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=1318979416223494601, articleId=1318979415741149639, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=硅烷改性超高性能混凝土的流变性和强度, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

为了降低超高性能混凝土（UHPC）的黏度，提高其工作性能，借鉴表面化学的研究成果，选用具有亲水性官能团的氨基硅烷（KH550）作为UHPC混合料的辅助外加剂，在UHPC混合料组分或配合比不变条件下，研究了水解硅烷配合比和水解硅烷的掺量对UHPC力学性能和流变性能的影响，揭示了UHPC力学与流变性能的硅烷改性机制。结果表明：KH550适合在无水乙醇和去离子水（或自来水）的混合溶剂中水解，水解最佳的配合比（质量比）为m₁（KH550）∶m₂（去离子水或自来水）∶m₃（无水乙醇）=1.0∶3.0∶（2.5~5.0），水解工艺为：三者混合后，用玻璃棒搅拌3 min，水解2 h以上；UHPC中的最佳硅烷掺量（按与UHPC中硅灰的质量比计）为1%；可以采用Bingham模型描述水解硅烷改性的UHPC的流变行为；基于水解硅烷改性的新拌UHPC流变性能大幅提升，但对力学性能的影响可忽略不计。

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LI Chuanxi (1963-), male, Ph. D., Professor. E-mail: lichuanxi2@163.com

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LI Chuanxi (1963-), male, Ph. D., Professor. E-mail: lichuanxi2@163.com

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李传习（1963—），男，博士，教授。

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李传习（1963—），男，博士，教授。

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