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Article(id=1322942480039162373, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942446610559222, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20200369, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1590336000000, receivedDateStr=2020-05-25, revisedDate=1592236800000, revisedDateStr=2020-06-16, acceptedDate=null, acceptedDateStr=null, onlineDate=1793343666323, onlineDateStr=2026-10-30, pubDate=1613750400000, pubDateStr=2021-02-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793343666323, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793343666323, creator=13701087609, updateTime=1793343666323, updator=13701087609, issue=Issue{id=1322942446610559222, tenantId=1146029695717560320, journalId=1263187385517883426, year='2021', volume='49', issue='2', pageStart='211', pageEnd='440', issueExtLink='null', onlineDate='null', pubDate='1613750400000', pubDateStr='2021-02-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793343658354, creator='13701087609', updateTime=1793345474672, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322950064863314723, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942446610559222, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322950064863314724, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942446610559222, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=381, endPage=390, ext={EN=ArticleExt(id=1322942480261460486, articleId=1322942480039162373, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Preparation and Formation Mechanism of Lightweight Ultra-high Performance Concrete, columnId=1319726165087077079, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Article, runingTitle=null, highlight=null, articleAbstract=

Lightweight ultra-high performance concrete (LUHPC) was prepared with pre-wetting lightweight aggregate, Portland cement, silica fume, fly ash microsphere, steel fiber and expansion agent as raw materials. The influencing factors on the performance of LUHPC and the developing mechanism were investigated. The results show that the as-prepared LUHPC has a superior performance. The LUHPC can be self-compacting and has a low dry apparent density of 2 040 kg/m3. The 28-d compressive strength and flexural strength are 120 MPa and 18 MPa, respectively. The bending toughness index is 21.8, and the 56-d shrinkage rate is 2.62×10-4. The superior performance of the LUHPC is mainly due to the ball effect of fly ash microsphere, the lightening, internal curing, "arch-shell" structure effects of pre-wetting lightweight aggregate and the shrinkage-compensating effect of expansion agent.

, authors=Gaozhan ZHANG1, 2, Jingcheng GE1, Qingjun DING3, Jun YANG1, 2, Weiheng XIANG3, Jun HU3, authorsList=Gaozhan ZHANG, Jingcheng GE, Qingjun DING, Jun YANG, Weiheng XIANG, Jun HU, authorCompany=null, correspAuthors=Qingjun DING, authorNote=

ZHANG Gaozhan (1981-), male, Ph.D., Associate Professor. E-mail:

, correspAuthorsNote=
DING Qingjun (1962-), male, Ph.D., Professor. E-mail:
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以预湿轻集料、硅酸盐水泥、硅灰、粉煤灰微珠、钢纤维、膨胀剂等为原材料，采用轻质、超高强度与低收缩协同设计方法制备了一种轻质超高性能混凝土材料，并研究其性能的主要影响因素和形成机理。结果表明：制备的轻质超高性能混凝土可实现自流平、干表观密度低至2 040 kg/m3、28 d抗压/抗折强度可达120/18 MPa、弯曲韧性指数I20可至21.8、56 d收缩率低至2.62×10-4；其性能的形成主要源于粉煤灰微珠的滚珠效应、轻集料的轻质多孔效应、预湿轻集料的内养护与拱壳效应，以及预湿轻集料内养护与膨胀剂的叠加效应。

, authors=张高展1, 2, 葛竞成1, 丁庆军3, 杨军1, 2, 向玮衡3, 胡俊3, authorsList=张高展, 葛竞成, 丁庆军, 杨军, 向玮衡, 胡俊, authorCompany=null, correspAuthors=丁庆军, authorNote=

张高展（1981—），男，博士，副教授。

, correspAuthorsNote=
丁庆军（1962—），男，博士研究生导师，教授。
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ZHANG Gaozhan (1981-), male, Ph.D., Associate Professor. E-mail:

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ZHANG Gaozhan (1981-), male, Ph.D., Associate Professor. E-mail:

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张高展（1981—），男，博士，副教授。

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张高展（1981—），男，博士，副教授。

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轻质超高性能混凝土的制备及性能形成机理
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张高展 1, 2 , 葛竞成 1 , 丁庆军 3 , 杨军 1, 2 , 向玮衡 3 , 胡俊 3
硅酸盐学报 | 研究论文 2021,49(2): 381-390
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硅酸盐学报 |研究论文 2021 , 49 (2) : 381 -390
轻质超高性能混凝土的制备及性能形成机理
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张高展（1981—），男，博士，副教授。

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张高展1, 2 , 葛竞成1, 丁庆军3 , 杨军1, 2, 向玮衡3, 胡俊3
作者信息
  • 1．安徽建筑大学材料与化学工程学院，合肥 230601
  • 2．安徽省先进建筑材料重点实验室，合肥 230022
  • 3．武汉理工大学材料科学与工程学院，武汉 430070
通讯作者:
丁庆军（1962—），男，博士研究生导师，教授。
作者简介:

张高展（1981—），男，博士，副教授。

Preparation and Formation Mechanism of Lightweight Ultra-high Performance Concrete
Gaozhan ZHANG1, 2 , Jingcheng GE1, Qingjun DING3 , Jun YANG1, 2, Weiheng XIANG3, Jun HU3
Affiliations
  • 1.School of Materials and Chemical Engineering, Anhui Jianzhu University, Hefei 230601, China
  • 2.Anhui Province Key Laboratory of Advanced Building Materials, Hefei 230022, China
  • 3.School of Materials Science and Engineering, Wuhan University of Technology, Wuhan 430070, China
    • Corresponding Author:
    DING Qingjun (1962-), male, Ph.D., Professor. E-mail:

    ZHANG Gaozhan (1981-), male, Ph.D., Associate Professor. E-mail:

出版时间: 2021-02-20 doi: 10.14062/j.issn.0454-5648.20200369
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摘要
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以预湿轻集料、硅酸盐水泥、硅灰、粉煤灰微珠、钢纤维、膨胀剂等为原材料，采用轻质、超高强度与低收缩协同设计方法制备了一种轻质超高性能混凝土材料，并研究其性能的主要影响因素和形成机理。结果表明：制备的轻质超高性能混凝土可实现自流平、干表观密度低至2 040 kg/m3、28 d抗压/抗折强度可达120/18 MPa、弯曲韧性指数I20可至21.8、56 d收缩率低至2.62×10-4；其性能的形成主要源于粉煤灰微珠的滚珠效应、轻集料的轻质多孔效应、预湿轻集料的内养护与拱壳效应，以及预湿轻集料内养护与膨胀剂的叠加效应。

轻集料  /  超高性能混凝土  /  力学性能  /  体积稳定性能  /  界面区

Lightweight ultra-high performance concrete (LUHPC) was prepared with pre-wetting lightweight aggregate, Portland cement, silica fume, fly ash microsphere, steel fiber and expansion agent as raw materials. The influencing factors on the performance of LUHPC and the developing mechanism were investigated. The results show that the as-prepared LUHPC has a superior performance. The LUHPC can be self-compacting and has a low dry apparent density of 2 040 kg/m3. The 28-d compressive strength and flexural strength are 120 MPa and 18 MPa, respectively. The bending toughness index is 21.8, and the 56-d shrinkage rate is 2.62×10-4. The superior performance of the LUHPC is mainly due to the ball effect of fly ash microsphere, the lightening, internal curing, "arch-shell" structure effects of pre-wetting lightweight aggregate and the shrinkage-compensating effect of expansion agent.

lightweight aggregate  /  ultra-high performance concrete  /  mechanical properties  /  volume stability  /  interfacial transition zone
张高展, 葛竞成, 丁庆军, 杨军, 向玮衡, 胡俊. 轻质超高性能混凝土的制备及性能形成机理. 硅酸盐学报, 2021 , 49 (2) : 381 -390 . DOI: 10.14062/j.issn.0454-5648.20200369
Gaozhan ZHANG, Jingcheng GE, Qingjun DING, Jun YANG, Weiheng XIANG, Jun HU. Preparation and Formation Mechanism of Lightweight Ultra-high Performance Concrete[J]. Journal of the Chinese Ceramic Society, 2021 , 49 (2) : 381 -390 . DOI: 10.14062/j.issn.0454-5648.20200369
基金
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  • 国家自然科学基金面上项目(51878003)
  • 安徽省高校自然科学研究项目(KJ2019ZD55)
  • 安徽省高校优秀青年人才支持计划项目(gxyqZD2019055)
  • 博士启动基金项目(2018QD30)
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2021年第49卷第2期
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doi: 10.14062/j.issn.0454-5648.20200369
  • 接收时间：2020-05-25
  • 首发时间：2026-10-30
  • 出版时间：2021-02-20
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出版历史
  • 收稿日期：2020-05-25
  • 修回日期：2020-06-16
基金
国家自然科学基金面上项目(51878003)
安徽省高校自然科学研究项目(KJ2019ZD55)
安徽省高校优秀青年人才支持计划项目(gxyqZD2019055)
博士启动基金项目(2018QD30)
作者信息
    1．安徽建筑大学材料与化学工程学院，合肥 230601
    2．安徽省先进建筑材料重点实验室，合肥 230022
    3．武汉理工大学材料科学与工程学院，武汉 430070

通讯作者:

丁庆军（1962—），男，博士研究生导师，教授。
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https://castjournals.cast.org.cn/joweb/gsyxb/CN/10.14062/j.issn.0454-5648.20200369
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2种不同金属材料的力学参数
科
Family		 属数
Number of
genus		 种数
Number of
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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