Article(id=1263922785248751837, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1263922766235951892, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20250504, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1750780800000, receivedDateStr=2025-06-25, revisedDate=1754755200000, revisedDateStr=2025-08-10, acceptedDate=null, acceptedDateStr=null, onlineDate=1779272274553, onlineDateStr=2026-05-20, pubDate=1769616000000, pubDateStr=2026-01-29, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1779272274553, onlineIssueDateStr=2026-05-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1779272274553, creator=13041195026, updateTime=1779272274553, updator=13041195026, issue=Issue{id=1263922766235951892, tenantId=1146029695717560320, journalId=1263187385517883426, year='2026', volume='54', issue='4', pageStart='1177', pageEnd='1498', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=1, specialIssue=null, createTime=1779272270019, creator=13041195026, updateTime=1779350313334, updator=13041195026, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1264250103775683450, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1263922766235951892, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1264250103779877755, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1263922766235951892, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=1419, endPage=1425, ext={EN=ArticleExt(id=1263922788625166575, articleId=1263922785248751837, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Effect of Cyclodextrin on Hydration of Tricalcium Aluminate-Gypsum, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=
Introduction The hydration of binder is an exothermic reaction, which results in an obvious temperature increase in concrete in the early hydration period. The shrinkage of hardened concrete due to the temperature drop is a main cracking trigger of concrete. A kind of temperature rising inhibitor is developed to decrease the hydration heat of binder in early hydration age, which can reduce the cracking risk of concrete. Cyclodextrin is a main functional composition of the temperature rising inhibitor. C3A is an important clinker mineral influencing the early exothermal characteristics of Portland cement. In this paper, the effect of cyclodextrin on the hydration of tricalcium aluminate-gypsum (C3A-CaSO4·2H2O) was investigated. This work could favor understanding the action mechanism of the temperature rising inhibitor to reduce the cracking risk of concrete structures.
Methods Pure C3A was calcined, the chemical pure gypsum and cyclodextrin was used. The hydration exothermal curves of C3A-CaSO4·2H2O pastes containing different dosages of cyclodextrin were measured. The hydration products of C3A-CaSO4·2H2O pastes containing different dosages of cyclodextrin in different ages were in-situ determined by quantitative X-ray diffraction (QXRD). The morphology of hydration products on the surface of C3A particles immersed in different solutions was characterized by scanning electron microscopy (SEM). The etching situation on the surface of C3A particles washed by different solutions was determined by three-dimensional white light interferometric surface profilometry.
Results and discussion The beginning time of second hydration of C3A moves up and its exothermic rate decreases, but its reacting time prolongs with the increase of cyclodextrin dosage. The heat output of C3A during its second hydration stage varies little. The consumption of C3A and CaSO4·2H2O increases continuously and the exhausting time of gypsum reduces with the increase of cyclodextrin dosage. The forming quantity of ettringate in the paste containing cyclodextrin is greater than that in controlling paste. The transformation of ettringate to AFm is suppressed after the exhaust of gypsum. Cyclodextrin can expedite the dissolution of C3A in CaSO4 solution to form more deeper etch pits on the surface of C3A particles, which speeds up the hydration of C3A. Needle-like ettringite changes to stick-like one, and the transformation of ettringite to AFm restrains when cyclodextrin exists in pastes.
Conclusions Cyclodextrin could promote the initial hydration of C3A to move up the beginning of the second hydration of C3A. The consumption of C3A and CaSO4·2H2O increased continuously in the first hydration stage and the exhausting time of gypsum reduced with the increase of cyclodextrin dosage. Cyclodextrin reduced the reaction speed and prolonged reacting time of C3A during its second hydration stage, its heat output changed little. Cyclodextrin could enhance the dissolution of C3A in gypsum solution to form more deep etch pits on the surface of C3A particles, speeding up the hydration of C3A. Cyclodextrin could change needle-like ettringate to stick-like one and suppress the transformation of ettringate to AFm.
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影响硅酸盐水泥早期放热特性的主要熟料矿物是铝酸三钙(C3A)。为了深入研究可降低混凝土开裂风险的混凝土水化温升抑制剂的作用机理,探讨了混凝土水化温升抑制剂的主要功能成分环糊精对C3A-石膏体系水化过程的影响。测量了不同环糊精掺量的C3A-石膏浆体的水化放热曲线。使用定量X射线衍射法对水化产物进行原位分析。使用扫描电子显微镜和三维白光干涉表面形貌仪观察经不同溶液侵蚀的C3A颗粒表面形态。结果表明:环糊精能够促进C3A的初始反应,将C3A发生二次水化开始时间提前。随着环糊精掺量的增加,C3A和石膏在水化第一阶段的消耗量持续增长,石膏耗尽的时间也逐步前移。在C3A的二次水化阶段,环糊精可降低其反应速率,延长反应持续时间,放热量基本不变。环糊精的存在能够促进C3A在硫酸钙溶液中溶解,在C3A颗粒表面生成更多更深的蚀坑,加速C3A的水化反应。此外,环糊精的存在可使生成的钙矾石的形貌由针状向粗棒状转变,同时会抑制钙矾石向AFm的转变。
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, authorsList=阎培渝, 陈炜一)}, authors=[Author(id=1263922796787282227, tenantId=1146029695717560320, journalId=1263187385517883426, articleId=1263922785248751837, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=yanpy@tsinghua.edu.cn, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1263922798238511431, tenantId=1146029695717560320, journalId=1263187385517883426, articleId=1263922785248751837, authorId=1263922796787282227, language=EN, stringName=Peiyu YAN, firstName=Peiyu, middleName=null, lastName=YAN, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=Department of Civil Engineering, Tsinghua University, Beijing 100084, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1263922798842491216, tenantId=1146029695717560320, journalId=1263187385517883426, articleId=1263922785248751837, authorId=1263922796787282227, language=CN, stringName=阎培渝, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=清华大学土木工程系,北京 100084, bio={"content":"
阎培渝(1955—),男,博士,教授。
YAN Peiyu (1955-), male, Ph.D., Professor. E-mail: yanpy@tsinghua.edu.cn
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阎培渝(1955—),男,博士,教授。
YAN Peiyu (1955-), male, Ph.D., Professor. E-mail: yanpy@tsinghua.edu.cn
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