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Article(id=1322942849859334636, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942849381183980, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210043, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1610553600000, receivedDateStr=2021-01-14, revisedDate=1614096000000, revisedDateStr=2021-02-24, acceptedDate=null, acceptedDateStr=null, onlineDate=1793343754496, onlineDateStr=2026-10-30, pubDate=1634659200000, pubDateStr=2021-10-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793343754496, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793343754496, creator=13701087609, updateTime=1793343754496, updator=13701087609, issue=Issue{id=1322942849381183980, tenantId=1146029695717560320, journalId=1263187385517883426, year='2021', volume='49', issue='10', pageStart='2045', pageEnd='2312', issueExtLink='null', onlineDate='null', pubDate='1634659200000', pubDateStr='2021-10-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793343754382, creator='13701087609', updateTime=1793345931656, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322951981580562527, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942849381183980, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322951981584756832, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942849381183980, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2305, endPage=2312, ext={EN=ArticleExt(id=1322942850035495405, articleId=1322942849859334636, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Improvement of Engineering Properties of Recycled Aggregate Mortar by Amending Waste Rubber Particles, columnId=null, journalTitle=Journal of the Chinese Ceramic Society, columnName=null, runingTitle=null, highlight=null, articleAbstract=

Application of recycled aggregate becomes popular due to the shortage of natural sand and gravel. To improve the technical defects of recycled aggregate mortar, waste rubber particles were used to partially substitute for recycled brick-concrete fine aggregate. The influence of waste rubber particles content on the engineering properties of recycled aggregate mortar at different water-cement ratios was investigated. The consistency, water retentivity and apparent density of the mortar mixture were examined, and the mechanical properties, shrinkage, permeability and frost resistance of the mortar specimens were tested. The results show that the fluidity of the recycled aggregate mortar mixture increases, and the water retentivity decreases as the content of waste rubber particles increases. When the content of waste rubber particles is less than 10%, little decrease in water retentivity appears, while the improvement in fluidity is obvious. The rubber particles with contents of 3%-7% are able to improve the skeleton effect of the aggregate, hence increasing both the flexural and compressive strengths for the mortar specimens. This could be attributed to the elastic deformation of the rubber particles that reduces the stress concentration. When the contents of rubber particles are 3%-7%, the shrinkage resistance, anti-seepage property and frost resistance of the mortar specimens enhance, and these properties increase with increasing the content of waste rubber particles. The amendment of wastes rubber particles has a positive effect on the engineering properties of recycled aggregate mortar.

, authors=Yifan GONG1, Ping CHEN1, Jingxu ZHANG1, Jingfang ZHAN2, Peng XIA1, Jiajun GAO1, authorsList=Yifan GONG, Ping CHEN, Jingxu ZHANG, Jingfang ZHAN, Peng XIA, Jiajun GAO, authorCompany=null, correspAuthors=Ping CHEN, authorNote=

GONG Yifan (1997-), male, Master candidate. E-mail:

, correspAuthorsNote=
CHEN Ping (1972-), female, Master, Professor. E-mail:
, 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=1322942850735944178, articleId=1322942849859334636, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=废弃橡胶颗粒对再生骨料砂浆技术性能改良, columnId=0, journalTitle=硅酸盐学报, columnName=, runingTitle=null, highlight=null, articleAbstract=

由于天然砂石日益紧缺，再生骨料的推广应用受到重视。基于改善再生骨料砂浆的技术缺陷，用废弃橡胶颗粒部分取代再生砖混细骨料制备再生骨料砂浆，研究不同水灰比下橡胶掺量对再生骨料砂浆技术性能的影响。测试了砂浆拌合物的稠度、保水率和表观密度，测试了砂浆试件的力学性能以及干缩性、渗透性和抗冻性。结果表明：随着橡胶颗粒掺量的增加，再生骨料砂浆拌合物的流动性增加，保水性下降，橡胶掺量小于10%时，保水性下降不明显，而流动性改善效果显著；橡胶颗粒掺量在3%~7%时，砂浆试件的抗折和抗压强度均得到提高，这与橡胶颗粒改善骨料的骨架作用和弹性变形对集中应力的消散作用有关；砂浆试件的抗收缩性能、抗渗性能和抗冻性能明显改善，且随橡胶颗粒掺量的增加逐步提高。适宜的橡胶掺量对改善再生骨料砂浆的技术性能效果明显。

, authors=龚亦凡1, 陈萍1, 张京旭1, 詹静芳2, 夏鹏1, 杲加俊1, authorsList=龚亦凡, 陈萍, 张京旭, 詹静芳, 夏鹏, 杲加俊, authorCompany=null, correspAuthors=陈萍, authorNote=

龚亦凡（1997—），男，硕士研究生。

龚亦凡，浙江理工大学建筑与土木工程专业硕士研究生，主要从事建筑废弃物再生利用方面的研究。所在课题组研究项目包括：再生砖混骨料资源化利用关键技术和示范应用；建筑渣土与废弃泥协同处置及资源化利用关键技术及示范应用；生活垃圾填埋场开采渣土环境土工特性的微生物诱导改良机制；基于微生物诱导碳酸盐沉淀的垃圾焚烧飞灰固化/稳定化机理与方法。

陈萍，浙江理工大学建筑工程学院教授，硕士生导师。主持或参与国家自然科学基金项目、浙江省自然科学基金项目、浙江省重点研发项目、浙江省国际合作项目等10多项，在国内外学术刊物发表论文40余篇。兼任浙江省土木工程学会建筑材料专委会委员。主要研究方向为固体废弃物固化稳定化及再生利用方面的研究。

, correspAuthorsNote=
陈萍（1972—），女，硕士，教授，硕士研究生导师。
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GONG Yifan (1997-), male, Master candidate. E-mail:

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龚亦凡，浙江理工大学建筑与土木工程专业硕士研究生，主要从事建筑废弃物再生利用方面的研究。所在课题组研究项目包括：再生砖混骨料资源化利用关键技术和示范应用；建筑渣土与废弃泥协同处置及资源化利用关键技术及示范应用；生活垃圾填埋场开采渣土环境土工特性的微生物诱导改良机制；基于微生物诱导碳酸盐沉淀的垃圾焚烧飞灰固化/稳定化机理与方法。

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龚亦凡，浙江理工大学建筑与土木工程专业硕士研究生，主要从事建筑废弃物再生利用方面的研究。所在课题组研究项目包括：再生砖混骨料资源化利用关键技术和示范应用；建筑渣土与废弃泥协同处置及资源化利用关键技术及示范应用；生活垃圾填埋场开采渣土环境土工特性的微生物诱导改良机制；基于微生物诱导碳酸盐沉淀的垃圾焚烧飞灰固化/稳定化机理与方法。

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陈萍，浙江理工大学建筑工程学院教授，硕士生导师。主持或参与国家自然科学基金项目、浙江省自然科学基金项目、浙江省重点研发项目、浙江省国际合作项目等10多项，在国内外学术刊物发表论文40余篇。兼任浙江省土木工程学会建筑材料专委会委员。主要研究方向为固体废弃物固化稳定化及再生利用方面的研究。

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陈萍，浙江理工大学建筑工程学院教授，硕士生导师。主持或参与国家自然科学基金项目、浙江省自然科学基金项目、浙江省重点研发项目、浙江省国际合作项目等10多项，在国内外学术刊物发表论文40余篇。兼任浙江省土木工程学会建筑材料专委会委员。主要研究方向为固体废弃物固化稳定化及再生利用方面的研究。

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废弃橡胶颗粒对再生骨料砂浆技术性能改良
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龚亦凡 1 , 陈萍 1 , 张京旭 1 , 詹静芳 2 , 夏鹏 1 , 杲加俊 1
硅酸盐学报 | 2021,49(10): 2305-2312
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硅酸盐学报 | 2021 , 49 (10) : 2305 -2312
废弃橡胶颗粒对再生骨料砂浆技术性能改良
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GONG Yifan (1997-), male, Master candidate. E-mail:

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GONG Yifan (1997-), male, Master candidate. E-mail:

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龚亦凡，浙江理工大学建筑与土木工程专业硕士研究生，主要从事建筑废弃物再生利用方面的研究。所在课题组研究项目包括：再生砖混骨料资源化利用关键技术和示范应用；建筑渣土与废弃泥协同处置及资源化利用关键技术及示范应用；生活垃圾填埋场开采渣土环境土工特性的微生物诱导改良机制；基于微生物诱导碳酸盐沉淀的垃圾焚烧飞灰固化/稳定化机理与方法。

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龚亦凡，浙江理工大学建筑与土木工程专业硕士研究生，主要从事建筑废弃物再生利用方面的研究。所在课题组研究项目包括：再生砖混骨料资源化利用关键技术和示范应用；建筑渣土与废弃泥协同处置及资源化利用关键技术及示范应用；生活垃圾填埋场开采渣土环境土工特性的微生物诱导改良机制；基于微生物诱导碳酸盐沉淀的垃圾焚烧飞灰固化/稳定化机理与方法。

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陈萍，浙江理工大学建筑工程学院教授，硕士生导师。主持或参与国家自然科学基金项目、浙江省自然科学基金项目、浙江省重点研发项目、浙江省国际合作项目等10多项，在国内外学术刊物发表论文40余篇。兼任浙江省土木工程学会建筑材料专委会委员。主要研究方向为固体废弃物固化稳定化及再生利用方面的研究。

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陈萍，浙江理工大学建筑工程学院教授，硕士生导师。主持或参与国家自然科学基金项目、浙江省自然科学基金项目、浙江省重点研发项目、浙江省国际合作项目等10多项，在国内外学术刊物发表论文40余篇。兼任浙江省土木工程学会建筑材料专委会委员。主要研究方向为固体废弃物固化稳定化及再生利用方面的研究。

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龚亦凡1 , 陈萍1 , 张京旭1, 詹静芳2, 夏鹏1, 杲加俊1
作者信息
  • 1．浙江理工大学建筑工程学院，杭州 310018
  • 2．复旦大学外国语言文学学院，上海 200433
通讯作者:
陈萍（1972—），女，硕士，教授，硕士研究生导师。
作者简介:

龚亦凡（1997—），男，硕士研究生。

龚亦凡，浙江理工大学建筑与土木工程专业硕士研究生，主要从事建筑废弃物再生利用方面的研究。所在课题组研究项目包括：再生砖混骨料资源化利用关键技术和示范应用；建筑渣土与废弃泥协同处置及资源化利用关键技术及示范应用；生活垃圾填埋场开采渣土环境土工特性的微生物诱导改良机制；基于微生物诱导碳酸盐沉淀的垃圾焚烧飞灰固化/稳定化机理与方法。

陈萍，浙江理工大学建筑工程学院教授，硕士生导师。主持或参与国家自然科学基金项目、浙江省自然科学基金项目、浙江省重点研发项目、浙江省国际合作项目等10多项，在国内外学术刊物发表论文40余篇。兼任浙江省土木工程学会建筑材料专委会委员。主要研究方向为固体废弃物固化稳定化及再生利用方面的研究。

Improvement of Engineering Properties of Recycled Aggregate Mortar by Amending Waste Rubber Particles
Yifan GONG1 , Ping CHEN1 , Jingxu ZHANG1, Jingfang ZHAN2, Peng XIA1, Jiajun GAO1
Affiliations
  • 1.School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China
  • 2.College of Foreign Languages and Literatures, Fudan University, Shanghai 200433, China
    • Corresponding Author:
    CHEN Ping (1972-), female, Master, Professor. E-mail:

    GONG Yifan (1997-), male, Master candidate. E-mail:

出版时间: 2021-10-20 doi: 10.14062/j.issn.0454-5648.20210043
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由于天然砂石日益紧缺，再生骨料的推广应用受到重视。基于改善再生骨料砂浆的技术缺陷，用废弃橡胶颗粒部分取代再生砖混细骨料制备再生骨料砂浆，研究不同水灰比下橡胶掺量对再生骨料砂浆技术性能的影响。测试了砂浆拌合物的稠度、保水率和表观密度，测试了砂浆试件的力学性能以及干缩性、渗透性和抗冻性。结果表明：随着橡胶颗粒掺量的增加，再生骨料砂浆拌合物的流动性增加，保水性下降，橡胶掺量小于10%时，保水性下降不明显，而流动性改善效果显著；橡胶颗粒掺量在3%~7%时，砂浆试件的抗折和抗压强度均得到提高，这与橡胶颗粒改善骨料的骨架作用和弹性变形对集中应力的消散作用有关；砂浆试件的抗收缩性能、抗渗性能和抗冻性能明显改善，且随橡胶颗粒掺量的增加逐步提高。适宜的橡胶掺量对改善再生骨料砂浆的技术性能效果明显。

再生砖混骨料  /  废弃橡胶颗粒  /  再生骨料砂浆  /  和易性  /  表观密度  /  力学性能  /  耐久性

Application of recycled aggregate becomes popular due to the shortage of natural sand and gravel. To improve the technical defects of recycled aggregate mortar, waste rubber particles were used to partially substitute for recycled brick-concrete fine aggregate. The influence of waste rubber particles content on the engineering properties of recycled aggregate mortar at different water-cement ratios was investigated. The consistency, water retentivity and apparent density of the mortar mixture were examined, and the mechanical properties, shrinkage, permeability and frost resistance of the mortar specimens were tested. The results show that the fluidity of the recycled aggregate mortar mixture increases, and the water retentivity decreases as the content of waste rubber particles increases. When the content of waste rubber particles is less than 10%, little decrease in water retentivity appears, while the improvement in fluidity is obvious. The rubber particles with contents of 3%-7% are able to improve the skeleton effect of the aggregate, hence increasing both the flexural and compressive strengths for the mortar specimens. This could be attributed to the elastic deformation of the rubber particles that reduces the stress concentration. When the contents of rubber particles are 3%-7%, the shrinkage resistance, anti-seepage property and frost resistance of the mortar specimens enhance, and these properties increase with increasing the content of waste rubber particles. The amendment of wastes rubber particles has a positive effect on the engineering properties of recycled aggregate mortar.

recycled brick-concrete aggregate  /  waste rubber particles  /  recycled aggregate mortar  /  workability  /  apparent density  /  mechanical property  /  durability
龚亦凡, 陈萍, 张京旭, 詹静芳, 夏鹏, 杲加俊. 废弃橡胶颗粒对再生骨料砂浆技术性能改良. 硅酸盐学报, 2021 , 49 (10) : 2305 -2312 . DOI: 10.14062/j.issn.0454-5648.20210043
Yifan GONG, Ping CHEN, Jingxu ZHANG, Jingfang ZHAN, Peng XIA, Jiajun GAO. Improvement of Engineering Properties of Recycled Aggregate Mortar by Amending Waste Rubber Particles[J]. Journal of the Chinese Ceramic Society, 2021 , 49 (10) : 2305 -2312 . DOI: 10.14062/j.issn.0454-5648.20210043
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  • 浙江省-比利时西弗兰德省国际合作项目(2020C04013)
  • 国家自然科学基金面上项目(41977250)
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doi: 10.14062/j.issn.0454-5648.20210043
  • 接收时间：2021-01-14
  • 首发时间：2026-10-30
  • 出版时间：2021-10-20
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  • 收稿日期：2021-01-14
  • 修回日期：2021-02-24
基金
浙江省-比利时西弗兰德省国际合作项目(2020C04013)
国家自然科学基金面上项目(41977250)
作者信息
    1．浙江理工大学建筑工程学院，杭州 310018
    2．复旦大学外国语言文学学院，上海 200433

通讯作者:

陈萍（1972—），女，硕士，教授，硕士研究生导师。
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https://castjournals.cast.org.cn/joweb/gsyxb/CN/10.14062/j.issn.0454-5648.20210043
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2种不同金属材料的力学参数
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species		 占总种数比例
Percentage of
total species (%)		 属
Genus		 种数
Number of
species		 占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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