Article(id=1318979399479836754, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20230268, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1682179200000, receivedDateStr=2023-04-23, revisedDate=1686153600000, revisedDateStr=2023-06-08, acceptedDate=null, acceptedDateStr=null, onlineDate=1792398794288, onlineDateStr=2026-10-19, pubDate=1700409600000, pubDateStr=2023-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792398794288, onlineIssueDateStr=2026-10-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792398794288, creator=13701087609, updateTime=1792398794288, 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=2890, endPage=2904, ext={EN=ArticleExt(id=1318979399681163347, articleId=1318979399479836754, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Corrosion Resistance of Cement-based Materials by Carbonation Curing to Carbonic Acid Solution, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

Effect of carbonation curing on the early resistance to carbonic acid solution corrosion of cement-based materials was investigated. The compressive strength, and corrosion depth of carbonation cured specimens were tested after immersion in carbonic acid water for varying periods. The microstructure and corrosion mechanisms were analyzed by X-ray diffraction, thermogravimetric analysis, low-field nuclear magnetic resonance, and scanning electron microscopy. The results show that carbonation curing improves the initial compressive strength via forming calcite to fill pores, making the structure more compact and hindering inward diffusion rate of carbonic acid solution. A dense, slower-dissolving calcite layer around C-S-H gel reduces calcium-corrosion, decreasing both the corrosion depth of mortar specimens by 51%-68% after 90-d immersion and losing the strength after carbonic acid water corrosion. The early-stage corrosion was dominated due to C₃S, C₂S, and CH corrosion, accompanied by CaCO₃ decalcification. The middle- and later-stage corrosion involves the decalcification of CaCO₃ and C-S-H gel.

, authors=Chuanglin LAI¹, Leping LIU², Jianhui LIU¹, Zheng CHEN¹, Shuqing ZHANG¹, Mingtao LI¹, Junfeng WEI¹, Caijun SHI³, authorsList=Chuanglin LAI, Leping LIU, Jianhui LIU, Zheng CHEN, Shuqing ZHANG, Mingtao LI, Junfeng WEI, Caijun SHI, authorCompany=null, correspAuthors=Jianhui LIU, Caijun SHI, 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=1318979399895072852, articleId=1318979399479836754, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=碳化养护水泥基材料的抗碳酸水溶液腐蚀性能, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

本工作研究了碳化养护对水泥基材料早期抗碳酸水溶液腐蚀性能的影响。测试了经碳化养护后的试件在碳酸水溶液中不同浸泡龄期的抗压强度和腐蚀深度的变化，并采用X射线衍射分析（XRD）、热重分析（TG-DTG）、低场核磁共振仪（LF-NMR）和扫描电子显微镜（SEM）等测试手段，对碳酸溶液腐蚀后试件微观结构和腐蚀机理进行了分析。结果表明：碳化养护提高了砂浆试件在碳酸水溶液腐蚀前的初始抗压强度，碳化形成的方解石填充了孔隙，使得结构更加致密，从而阻碍碳酸水溶液向内的扩散速率；另外，致密且溶解速率更慢的方解石层包裹着水化硅酸钙（C-S-H）凝胶，减少了钙的溶出。碳化养护从这两方面减缓了碳酸水溶液的腐蚀速率，提高了水泥基材料的抗碳酸水溶液腐蚀性能，这使得砂浆试件浸泡90 d后的腐蚀深度降低了51%~68%，并减轻碳酸水溶液腐蚀后的强度损失。碳酸水溶液腐蚀前期，以C₃S、C₂S和CH的腐蚀为主，伴随CaCO₃的脱钙；腐蚀中后期，以CaCO₃的脱钙为主，伴随C-S-H凝胶的脱钙。

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LAI Chuanglin (1996-), male, Master candidate. E-mail: 519511792@qq.com

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LAI Chuanglin (1996-), male, Master candidate. E-mail: 519511792@qq.com

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赖创林（1996—），男，硕士研究生。

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赖创林（1996—），男，硕士研究生。

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