Article(id=1322636190159847733, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636152813768892, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20190847, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1577030400000, receivedDateStr=2019-12-23, revisedDate=1579536000000, revisedDateStr=2020-01-21, acceptedDate=null, acceptedDateStr=null, onlineDate=1793270641126, onlineDateStr=2026-10-29, pubDate=1597852800000, pubDateStr=2020-08-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793270641126, onlineIssueDateStr=2026-10-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793270641126, creator=13701087609, updateTime=1793270641126, updator=13701087609, issue=Issue{id=1322636152813768892, tenantId=1146029695717560320, journalId=1263187385517883426, year='2020', volume='48', issue='8', pageStart='1145', pageEnd='1352', issueExtLink='null', onlineDate='null', pubDate='1597852800000', pubDateStr='2020-08-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793270632222, creator='13701087609', updateTime=1793277122165, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322663373687337109, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636152813768892, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322663373687337110, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636152813768892, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1285, endPage=1294, ext={EN=ArticleExt(id=1322636190776410422, articleId=1322636190159847733, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Effect of Retarder on Hydration and Strength of Rapid-hardening Calcium Sulphoaluminate Cement at -10 ℃, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

The effects of borax, sodium gluconate and L(+)-tartaric acid on the hardening behavior and strength development of rapid-hardening calcium sulphoaluminate cement mixed with calcium chloride solution at -10 ℃ were investigated. The results show that the initial and final setting time of rapid-hardening calcium sulphoaluminate cement mixed with calcium chloride solution prolonge to 25 min and 28 min with 0.6% borax at -10 ℃, respectively. However, the setting time of pastes with sodium gluconate or L(+)-tartaric acid does not extremely change. The strength gradually decreases in the samples with increasing the dosages of borax and sodium gluconate at different ages. A maximum reduction of 25.5 MPa occurs in those samples. The strength of samples containing L(+)-tartaric acid sharply decreases. A reduction of 10.9 MPa in 3-day samples containing 0.3% tartaric acid and 27.3 MPa in 28-day samples containing 0.6% tartaric acid occur. The presence of 0.6% borax does not change the morphology of ettringite at 1 d, but decreases the amount of ettringite by 5.31%. A short column-like ettringite in the samples with sodium gluconate and a needle-shaped-like ettringite in the samples with L(+)-tartaric acid are detected, respectively. However, the amount of ettringite in those two samples above has no remarkable change. Borax is a suitable retarder for calcium sulphoaluminate cement at -10 ℃ because of the feasibility of setting prolongation and the acceptable strength reduction. Sodium gluconate and L(+)-tartaric acid have a slight effect on the setting time but change the ettringite morphology and deteriorate the strength.

, authors=Jingyu WANG1, Jiayuan YE1, Hua CHENG2, Di SHI1, Junru REN2, Wensheng ZHANG1, authorsList=Jingyu WANG, Jiayuan YE, Hua CHENG, Di SHI, Junru REN, Wensheng ZHANG, authorCompany=null, correspAuthors=Jiayuan YE, authorNote=

WANG Jingyu (1994-), male, Master candidate. E-mail:

, correspAuthorsNote=
YE Jiayuan (1980-), male, Ph.D., Senior Engineer. 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=1322636191002902839, articleId=1322636190159847733, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=负10 ℃条件下缓凝剂对快硬硫铝酸盐水泥水化及强度的影响, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

研究了-10 ℃环境中氯化钙溶液拌合冷物料条件下,硼砂、葡萄糖酸钠、L(+)-酒石酸对快硬硫铝酸盐水泥凝结硬化行为、强度发展的影响,分析了缓凝剂对水化产物的影响。结果表明:-10 ℃条件下采用氯化钙溶液拌合时,0.6%掺量硼砂可使初凝时间延长至25 min、终凝时间延长至28 min,而葡萄糖酸钠和L(+)-酒石酸对初终凝时间影响不显著。随着硼砂、葡萄糖酸钠掺量的增加,不同龄期强度均逐渐下降,28 d最大降低值可达到25.5 MPa;L(+)-酒石酸会使得强度下降得更为明显,0.3%(质量分数)掺量时便会使得1 d抗压强度下降10.9 MPa,0.6%掺量时28 d抗压强度下降27.3 MPa。掺0.6%硼砂的1 d试样中钙矾石的形貌未发生明显变化,但生成量减少5.31%;葡萄糖酸钠使钙矾石呈短柱状,生成量几乎不变;L(+)-酒石酸使得钙矾石呈针状,生成量无明显变化。-10 ℃条件下硼砂可显著延长快硬硫铝酸盐水泥的凝结时间,且适当掺量时强度损失可接受,是适宜的缓凝剂;葡萄糖酸钠、L(+)-酒石酸的缓凝效果不明显,且会改变钙矾石的形态与分布,并会使强度显著下降。

, authors=王敬宇1, 叶家元1, 程华2, 史迪1, 任俊儒2, 张文生1, authorsList=王敬宇, 叶家元, 程华, 史迪, 任俊儒, 张文生, authorCompany=null, correspAuthors=叶家元, authorNote=

王敬宇(1994—),男,硕士研究生。

, correspAuthorsNote=
叶家元(1980—),男,博士,高级工程师。
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负10 ℃条件下缓凝剂对快硬硫铝酸盐水泥水化及强度的影响
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王敬宇 1 , 叶家元 1 , 程华 2 , 史迪 1 , 任俊儒 2 , 张文生 1
硅酸盐学报 | 研究论文 2020,48(8): 1285-1294
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硅酸盐学报 |研究论文 2020 , 48 (8) : 1285 -1294
负10 ℃条件下缓凝剂对快硬硫铝酸盐水泥水化及强度的影响
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王敬宇1 , 叶家元1 , 程华2, 史迪1, 任俊儒2, 张文生1
作者信息
  • 1.中国建筑材料科学研究总院有限公司,绿色建筑材料国家重点实验室,北京 100024
  • 2.陆军勤务学院军事设施系,重庆 401311
通讯作者:
叶家元(1980—),男,博士,高级工程师。
作者简介:

王敬宇(1994—),男,硕士研究生。

Effect of Retarder on Hydration and Strength of Rapid-hardening Calcium Sulphoaluminate Cement at -10 ℃
Jingyu WANG1 , Jiayuan YE1 , Hua CHENG2, Di SHI1, Junru REN2, Wensheng ZHANG1
Affiliations
  • 1.The State Key Laboratory of Green Building Materials, China Building Materials Academy, Beijing 100024, China
  • 2.Department of Military Facilities, Army Logistics University of PLA, Chongqing 401331, China
  • Corresponding Author:
    YE Jiayuan (1980-), male, Ph.D., Senior Engineer. E-mail:

    WANG Jingyu (1994-), male, Master candidate. E-mail:

出版时间: 2020-08-20 doi: 10.14062/j.issn.0454-5648.20190847
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研究了-10 ℃环境中氯化钙溶液拌合冷物料条件下,硼砂、葡萄糖酸钠、L(+)-酒石酸对快硬硫铝酸盐水泥凝结硬化行为、强度发展的影响,分析了缓凝剂对水化产物的影响。结果表明:-10 ℃条件下采用氯化钙溶液拌合时,0.6%掺量硼砂可使初凝时间延长至25 min、终凝时间延长至28 min,而葡萄糖酸钠和L(+)-酒石酸对初终凝时间影响不显著。随着硼砂、葡萄糖酸钠掺量的增加,不同龄期强度均逐渐下降,28 d最大降低值可达到25.5 MPa;L(+)-酒石酸会使得强度下降得更为明显,0.3%(质量分数)掺量时便会使得1 d抗压强度下降10.9 MPa,0.6%掺量时28 d抗压强度下降27.3 MPa。掺0.6%硼砂的1 d试样中钙矾石的形貌未发生明显变化,但生成量减少5.31%;葡萄糖酸钠使钙矾石呈短柱状,生成量几乎不变;L(+)-酒石酸使得钙矾石呈针状,生成量无明显变化。-10 ℃条件下硼砂可显著延长快硬硫铝酸盐水泥的凝结时间,且适当掺量时强度损失可接受,是适宜的缓凝剂;葡萄糖酸钠、L(+)-酒石酸的缓凝效果不明显,且会改变钙矾石的形态与分布,并会使强度显著下降。

快速硬化  /  硫铝酸盐水泥  /  缓凝剂  /  水化  /  强度

The effects of borax, sodium gluconate and L(+)-tartaric acid on the hardening behavior and strength development of rapid-hardening calcium sulphoaluminate cement mixed with calcium chloride solution at -10 ℃ were investigated. The results show that the initial and final setting time of rapid-hardening calcium sulphoaluminate cement mixed with calcium chloride solution prolonge to 25 min and 28 min with 0.6% borax at -10 ℃, respectively. However, the setting time of pastes with sodium gluconate or L(+)-tartaric acid does not extremely change. The strength gradually decreases in the samples with increasing the dosages of borax and sodium gluconate at different ages. A maximum reduction of 25.5 MPa occurs in those samples. The strength of samples containing L(+)-tartaric acid sharply decreases. A reduction of 10.9 MPa in 3-day samples containing 0.3% tartaric acid and 27.3 MPa in 28-day samples containing 0.6% tartaric acid occur. The presence of 0.6% borax does not change the morphology of ettringite at 1 d, but decreases the amount of ettringite by 5.31%. A short column-like ettringite in the samples with sodium gluconate and a needle-shaped-like ettringite in the samples with L(+)-tartaric acid are detected, respectively. However, the amount of ettringite in those two samples above has no remarkable change. Borax is a suitable retarder for calcium sulphoaluminate cement at -10 ℃ because of the feasibility of setting prolongation and the acceptable strength reduction. Sodium gluconate and L(+)-tartaric acid have a slight effect on the setting time but change the ettringite morphology and deteriorate the strength.

rapid hardening  /  calcium sulphoaluminate cement  /  retarder  /  hydration  /  strength
王敬宇, 叶家元, 程华, 史迪, 任俊儒, 张文生. 负10 ℃条件下缓凝剂对快硬硫铝酸盐水泥水化及强度的影响. 硅酸盐学报, 2020 , 48 (8) : 1285 -1294 . DOI: 10.14062/j.issn.0454-5648.20190847
Jingyu WANG, Jiayuan YE, Hua CHENG, Di SHI, Junru REN, Wensheng ZHANG. Effect of Retarder on Hydration and Strength of Rapid-hardening Calcium Sulphoaluminate Cement at -10 ℃[J]. Journal of the Chinese Ceramic Society, 2020 , 48 (8) : 1285 -1294 . DOI: 10.14062/j.issn.0454-5648.20190847
  • 军队后勤科研计划开放项目(BLJ18C014)
  • 国家自然科学基金项目(51572252)
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2020年第48卷第8期
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doi: 10.14062/j.issn.0454-5648.20190847
  • 接收时间:2019-12-23
  • 首发时间:2026-10-29
  • 出版时间:2020-08-20
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  • 收稿日期:2019-12-23
  • 修回日期:2020-01-21
基金
军队后勤科研计划开放项目(BLJ18C014)
国家自然科学基金项目(51572252)
作者信息
    1.中国建筑材料科学研究总院有限公司,绿色建筑材料国家重点实验室,北京 100024
    2.陆军勤务学院军事设施系,重庆 401311

通讯作者:

叶家元(1980—),男,博士,高级工程师。
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2种不同金属材料的力学参数
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genus
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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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