Article(id=1319236479063278101, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236433387303232, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20220091, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1643472000000, receivedDateStr=2022-01-30, revisedDate=1649606400000, revisedDateStr=2022-04-11, acceptedDate=null, acceptedDateStr=null, onlineDate=1792460086836, onlineDateStr=2026-10-20, pubDate=1660924800000, pubDateStr=2022-08-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792460086836, onlineIssueDateStr=2026-10-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792460086836, creator=13701087609, updateTime=1792460086836, updator=13701087609, issue=Issue{id=1319236433387303232, tenantId=1146029695717560320, journalId=1263187385517883426, year='2022', volume='50', issue='8', pageStart='2067', pageEnd='2350', issueExtLink='null', onlineDate='null', pubDate='1660924800000', pubDateStr='2022-08-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792460075946, creator='13701087609', updateTime=1792460621958, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1319238723569569958, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236433387303232, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1319238723569569959, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236433387303232, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2163, endPage=2172, ext={EN=ArticleExt(id=1319236480992657942, articleId=1319236479063278101, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Composition and Performance Evolution of the Ming Great Wall Ancient Mortar in Dazhuangke of Great Wall Built at Ming Dynasty, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

The Great Wall is one of the greatest construction projects in the history of human civilization, and the traditional lime mortar is an important guarantee standing for centuries without falling. Exploring the phase and composition ratio of ancient mortar used in the Great Wall through modern scientific and technological means and analyzing its performance evolution process, we could effectively understand the characterizations of traditional technology. The use of the past for the present is of great significance in guiding and promoting the conservation and restoration of endangered ancient buildings. Therefore, four representative locations were selected in the Dazhuangke of the Great Wall. The physical properties, phase composition and ratios of the ancient mortar samples were systematically analyzed by X-ray fluorescence spectroscopy, X-ray diffractometry, thermogravimetric-differential thermal analysis, Fourier transform infrared spectroscopy, iodine-starch test, mercury-pressure test and scanning electron microscopy, respectively. The comparison with the modern repair mortar reveals the evolution pattern of the performance of ancient mortar. The results show that the ancient mortar is a pure air-hardened lime mortar. The type of lime is a magnesian lime. No water-hardening components occur in the mortar, and no aggregate components or organic additives appear. The long-term carbonation process can inhibit the crystallinity of calcite crystalline calcium carbonate, refine the granularity of calcium carbonate, and effectively improve the denseness of the mortar hardening body. This could be one of major reasons for the superior performance of ancient mortar.

, authors=Guodong QI¹, Dongmin WANG¹, Yuhua ZHU², Zhaojie WU¹, Qin WANG³, authorsList=Guodong QI, Dongmin WANG, Yuhua ZHU, Zhaojie WU, Qin WANG, authorCompany=null, correspAuthors=Dongmin WANG, 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=1319236481340785175, articleId=1319236479063278101, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=明长城大庄科段古灰浆成分分析及性能演变, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

长城是人类文明史上最伟大的建筑工程之一，长城修筑过程中大量使用的传统石灰灰浆是其屹立数百年而不倒的重要保障。通过现代科技手段探究长城所用古代灰浆的物相组成和成分配比，分析其性能演变过程，可以有效吸收和利用传统技术的优点，古为今用，对指导和推动今后濒危古建筑的保护与修复工作具有重要意义。在明长城大庄科段遗址处，选取具有代表性的四处位置进行灰浆取样，通过X射线荧光光谱分析、X射线衍射分析、热重-差热分析、Fourier红外、碘-淀粉试验、压汞测试及扫描电子显微镜等测试手段，系统分析了古代灰浆样品的物理性能、物相组成和组分配比，并通过与大庄科段现代修补灰浆的对比揭示了古代灰浆的性能演变规律。结果表明：明长城大庄科段砌筑灰浆为纯气硬性石灰灰浆，石灰类型为镁质石灰，灰浆中无水硬性组分存在，未使用骨料组分及有机添加物。长期碳化过程可以抑制方解石晶型碳酸钙的结晶度，细化碳酸钙颗粒度，有效提高了灰浆硬化体的致密性。这是古代灰浆具备优异性能的根本原因。

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QI Guodong (1995-), male, Doctoral candidate. E-mail: im9guodong@163.com

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QI Guodong (1995-), male, Doctoral candidate. E-mail: im9guodong@163.com

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齐国栋（1995—），男，博士研究生。

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齐国栋（1995—），男，博士研究生。

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