Article(id=1319986573429559551, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319986532933555119, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210859, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1633449600000, receivedDateStr=2021-10-06, revisedDate=1634745600000, revisedDateStr=2021-10-21, acceptedDate=null, acceptedDateStr=null, onlineDate=1792638923270, onlineDateStr=2026-10-22, pubDate=1655654400000, pubDateStr=2022-06-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792638923270, onlineIssueDateStr=2026-10-22, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792638923270, creator=13701087609, updateTime=1792638923270, updator=13701087609, issue=Issue{id=1319986532933555119, tenantId=1146029695717560320, journalId=1263187385517883426, year='2022', volume='50', issue='6', pageStart='1455', pageEnd='1774', issueExtLink='null', onlineDate='null', pubDate='1655654400000', pubDateStr='2022-06-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=0, createTime=1792638913615, creator='13701087609', updateTime=1792639299444, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1319988151507075566, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319986532933555119, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1319988151507075567, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319986532933555119, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1616, endPage=1625, ext={EN=ArticleExt(id=1319986573660246272, articleId=1319986573429559551, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Calcination Characteristics and Performance of Portland Cement Clinker with Hardened Cement Paste, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

To investigate the influence of hardened cement paste on the calcination and properties of Portland clinker, the calcination characteristics of hardened cement paste at 1 000 - 1 450 ℃ were investigated. The effects of hardened cement paste content (i.e., 0%, 10%, 20%, and 30%) and calcination temperature (i.e., 1 350, 1 400 ℃ and 1 450 ℃) on the sintering and properties of Portland cement clinker at the same target values were also studied. The results show that C₃S phase is formed again after the calcination of hardened cement paste at 1 300 ℃. For a partial replacement of raw cement material with harden cement paste, the temperature of a liquid phase appears and the apparent activation energy decreases. Its optimal dosage is 20%. The raw cement material with a higher content of harden cement paste can stabilize the crystal formation of C₂S, resulting in a difficulty of C₃S formation. Also, the crystal formation of C₃S changes from R form to M form. The incorporation of an appropriate amount of hardened cement paste (i.e., 20%) improves the mechanical properties of clinker in later stage, which may be related to the difference in C₃S crystal form, C₂S activity and the development quality of cement clinker.

, authors=Yunpeng LIU¹, Xianxin TONG¹, Chao YANG^{1, 2}, Chuanlin HU¹, Linnu LU^{1, 3}, Shuguang HU¹, authorsList=Yunpeng LIU, Xianxin TONG, Chao YANG, Chuanlin HU, Linnu LU, Shuguang HU, authorCompany=null, correspAuthors=Shuguang HU, 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=1319986574004179201, articleId=1319986573429559551, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=用硬化水泥石配料的硅酸盐水泥熟料烧成特性与力学性能, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

为探究硬化水泥石部分替代水泥生料对熟料烧成的影响，研究了硬化水泥石在高温（1000~1450 ℃）下的煅烧特性，进而研究了相同率值下不同硬化水泥石掺量（0、10%、20%和30%）与不同煅烧温度（1350、1400 ℃和1450 ℃）对水泥生料的易烧性与熟料性能的影响规律。结果表明：硬化水泥石经过高温煅烧后，在1300 ℃时会再次生成C₃S。硬化水泥石替代部分硅酸盐水泥生料会降低液相出现的温度与C₃S的表观活化能，其最佳掺量为20%。硬化水泥石的掺入会稳定C₂S的晶型导致C₃S形成困难，同时使C₃S的晶型由R型向M型转变。与分析纯原料作为水泥生料相比，适量硬化水泥石（20%）作为水泥生料掺入会提高熟料后期的力学性能，这可能与熟料中C₃S晶型差异、C₂S活性差异以及熟料矿相的发育质量有关。

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LIU Yunpeng (1986-), male, Ph.D., Associate Professor. E-mail: liuyunpeng@whut.edu.cn

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LIU Yunpeng (1986-), male, Ph.D., Associate Professor. E-mail: liuyunpeng@whut.edu.cn

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刘云鹏（1986—），男，博士，副研究员。

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刘云鹏（1986—），男，博士，副研究员。

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