Effect of the Thermal Insulation Cover Curing on Temperature Rise and Early-Age Strength of Concrete
In the present paper, the effects of thermal insulation cover curing on the rise in temperature of concrete, and further on the mechanical properties of the concrete are measured experimentally. In the experiments, polyurethane foam boards of 100 mm thickness were used for thermal insulation, and th...
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description | In the present paper, the effects of thermal insulation cover curing on the rise in temperature of concrete, and further on the mechanical properties of the concrete are measured experimentally. In the experiments, polyurethane foam boards of 100 mm thickness were used for thermal insulation, and three concrete strength grades of C30, C50 and C80, were used as concrete samples. Conventional standard curing, and two heat curing methods with a constant temperature of 40 °C and 60 °C were used for comparison. The pore structure of the cement paste subject to the different curing procedures, including insulation cover curing, heat curing and standard curing, was experimentally measured using mercury intrusion porosimetry. The test results show that rate of increase in compressive strength compared with standard curing is 22-34%, 16-26%, and 23-67%, respectively, for C30, C50, C80 concrete after being subject to 1 to 3 days thermal insulation cover curing in the initial period after concrete casting. As expected, initial heat curing of concrete will result in a reduction in the long-term strength of the concrete. At 28 days, the strength reduction rate compared with standard curing due to the insulation cover curing is 3.1-5.9%, 0.6-3.0%, 0-3.2%, respectively, for C30, C50, C80 concrete. By contrast, the compressive strength reduction compared with standard curing at 28 days is 8.6-10.5%, 8.6-9.1%, 4.7-5.6%, respectively, for C30, C50, C80 concrete after being subject to a constant heat curing of 40 °C and 60 °C in the initial period after concrete casting. Measurement of the pore structure of the paste subject to different curing procedures initially after casting shows that rising curing temperature leads to coarser pores, especially an increase in capillary pore fraction. Among the four curing methods used in the present study, the effect of insulation cover curing and low temperature (40 °C) heat curing on the capillary pore content is small, while the effect of high temperature (60 °C) heat curing is significant. |
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In the experiments, polyurethane foam boards of 100 mm thickness were used for thermal insulation, and three concrete strength grades of C30, C50 and C80, were used as concrete samples. Conventional standard curing, and two heat curing methods with a constant temperature of 40 °C and 60 °C were used for comparison. The pore structure of the cement paste subject to the different curing procedures, including insulation cover curing, heat curing and standard curing, was experimentally measured using mercury intrusion porosimetry. The test results show that rate of increase in compressive strength compared with standard curing is 22-34%, 16-26%, and 23-67%, respectively, for C30, C50, C80 concrete after being subject to 1 to 3 days thermal insulation cover curing in the initial period after concrete casting. As expected, initial heat curing of concrete will result in a reduction in the long-term strength of the concrete. At 28 days, the strength reduction rate compared with standard curing due to the insulation cover curing is 3.1-5.9%, 0.6-3.0%, 0-3.2%, respectively, for C30, C50, C80 concrete. By contrast, the compressive strength reduction compared with standard curing at 28 days is 8.6-10.5%, 8.6-9.1%, 4.7-5.6%, respectively, for C30, C50, C80 concrete after being subject to a constant heat curing of 40 °C and 60 °C in the initial period after concrete casting. Measurement of the pore structure of the paste subject to different curing procedures initially after casting shows that rising curing temperature leads to coarser pores, especially an increase in capillary pore fraction. Among the four curing methods used in the present study, the effect of insulation cover curing and low temperature (40 °C) heat curing on the capillary pore content is small, while the effect of high temperature (60 °C) heat curing is significant.</description><identifier>ISSN: 1996-1944</identifier><identifier>EISSN: 1996-1944</identifier><identifier>DOI: 10.3390/ma15082781</identifier><identifier>PMID: 35454474</identifier><language>eng</language><publisher>Switzerland: MDPI AG</publisher><subject>Age ; Cement hydration ; Cement paste ; Compressive strength ; Concrete ; Concrete properties ; Curing ; Heat ; High temperature effects ; Humidity ; Insulation ; Low temperature ; Mechanical properties ; Polyurethane foam ; Porosity ; Reduction ; Thermal insulation</subject><ispartof>Materials, 2022-04, Vol.15 (8), p.2781</ispartof><rights>2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><rights>2022 by the authors. 2022</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c3211-2517f4130f62b9b3c0d6f720c5473bf23f4680444e8fe1aec9aa375a8cce5a693</citedby><cites>FETCH-LOGICAL-c3211-2517f4130f62b9b3c0d6f720c5473bf23f4680444e8fe1aec9aa375a8cce5a693</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC9028416/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC9028416/$$EHTML$$P50$$Gpubmedcentral$$Hfree_for_read</linktohtml><link.rule.ids>230,314,727,780,784,885,27924,27925,53791,53793</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/35454474$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Liu, Yuzhang</creatorcontrib><creatorcontrib>Zhang, Jun</creatorcontrib><creatorcontrib>Chang, Jiang</creatorcontrib><creatorcontrib>Xie, Shixiang</creatorcontrib><creatorcontrib>Zhao, Yongsheng</creatorcontrib><title>Effect of the Thermal Insulation Cover Curing on Temperature Rise and Early-Age Strength of Concrete</title><title>Materials</title><addtitle>Materials (Basel)</addtitle><description>In the present paper, the effects of thermal insulation cover curing on the rise in temperature of concrete, and further on the mechanical properties of the concrete are measured experimentally. In the experiments, polyurethane foam boards of 100 mm thickness were used for thermal insulation, and three concrete strength grades of C30, C50 and C80, were used as concrete samples. Conventional standard curing, and two heat curing methods with a constant temperature of 40 °C and 60 °C were used for comparison. The pore structure of the cement paste subject to the different curing procedures, including insulation cover curing, heat curing and standard curing, was experimentally measured using mercury intrusion porosimetry. The test results show that rate of increase in compressive strength compared with standard curing is 22-34%, 16-26%, and 23-67%, respectively, for C30, C50, C80 concrete after being subject to 1 to 3 days thermal insulation cover curing in the initial period after concrete casting. As expected, initial heat curing of concrete will result in a reduction in the long-term strength of the concrete. At 28 days, the strength reduction rate compared with standard curing due to the insulation cover curing is 3.1-5.9%, 0.6-3.0%, 0-3.2%, respectively, for C30, C50, C80 concrete. By contrast, the compressive strength reduction compared with standard curing at 28 days is 8.6-10.5%, 8.6-9.1%, 4.7-5.6%, respectively, for C30, C50, C80 concrete after being subject to a constant heat curing of 40 °C and 60 °C in the initial period after concrete casting. Measurement of the pore structure of the paste subject to different curing procedures initially after casting shows that rising curing temperature leads to coarser pores, especially an increase in capillary pore fraction. Among the four curing methods used in the present study, the effect of insulation cover curing and low temperature (40 °C) heat curing on the capillary pore content is small, while the effect of high temperature (60 °C) heat curing is significant.</description><subject>Age</subject><subject>Cement hydration</subject><subject>Cement paste</subject><subject>Compressive strength</subject><subject>Concrete</subject><subject>Concrete properties</subject><subject>Curing</subject><subject>Heat</subject><subject>High temperature effects</subject><subject>Humidity</subject><subject>Insulation</subject><subject>Low temperature</subject><subject>Mechanical properties</subject><subject>Polyurethane foam</subject><subject>Porosity</subject><subject>Reduction</subject><subject>Thermal insulation</subject><issn>1996-1944</issn><issn>1996-1944</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpdkVtLxDAQhYMoKuqLP0ACvohQzbVtXgQp6wUEQdfnkM1Odittsiap4L-3i3fnZWaYj8MZDkKHlJxxrsh5b6gkNatquoF2qVJlQZUQm7_mHXSQ0jMZi3NaM7WNdrgUUohK7KL5xDmwGQeH8xLwdAmxNx2-9WnoTG6Dx014hYibIbZ-gcd9Cv0KoslDBPzQJsDGz_HExO6tuFwAfswR_CIv14pN8DZChn205UyX4OCz76Gnq8m0uSnu7q9vm8u7wnJGacEkrZygnLiSzdSMWzIvXcWIlaLiM8e4E2VNhBBQO6AGrDKGV9LU1oI0peJ76OJDdzXMephb8DmaTq9i25v4poNp9d-Lb5d6EV61IqwWtBwFTj4FYngZIGXdt8lC1xkPYUialVIwxYgkI3r8D30OQ_Tje2uKk5GhYqROPygbQ0oR3LcZSvQ6P_2T3wgf_bb_jX6lxd8BKpuU9Q</recordid><startdate>20220410</startdate><enddate>20220410</enddate><creator>Liu, Yuzhang</creator><creator>Zhang, Jun</creator><creator>Chang, Jiang</creator><creator>Xie, Shixiang</creator><creator>Zhao, Yongsheng</creator><general>MDPI AG</general><general>MDPI</general><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>7X8</scope><scope>5PM</scope></search><sort><creationdate>20220410</creationdate><title>Effect of the Thermal Insulation Cover Curing on Temperature Rise and Early-Age Strength of Concrete</title><author>Liu, Yuzhang ; Zhang, Jun ; Chang, Jiang ; Xie, Shixiang ; Zhao, Yongsheng</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3211-2517f4130f62b9b3c0d6f720c5473bf23f4680444e8fe1aec9aa375a8cce5a693</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Age</topic><topic>Cement hydration</topic><topic>Cement paste</topic><topic>Compressive strength</topic><topic>Concrete</topic><topic>Concrete properties</topic><topic>Curing</topic><topic>Heat</topic><topic>High temperature effects</topic><topic>Humidity</topic><topic>Insulation</topic><topic>Low temperature</topic><topic>Mechanical properties</topic><topic>Polyurethane foam</topic><topic>Porosity</topic><topic>Reduction</topic><topic>Thermal insulation</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Liu, Yuzhang</creatorcontrib><creatorcontrib>Zhang, Jun</creatorcontrib><creatorcontrib>Chang, Jiang</creatorcontrib><creatorcontrib>Xie, Shixiang</creatorcontrib><creatorcontrib>Zhao, Yongsheng</creatorcontrib><collection>PubMed</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Materials Science Collection</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>MEDLINE - Academic</collection><collection>PubMed Central (Full Participant titles)</collection><jtitle>Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Liu, Yuzhang</au><au>Zhang, Jun</au><au>Chang, Jiang</au><au>Xie, Shixiang</au><au>Zhao, Yongsheng</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of the Thermal Insulation Cover Curing on Temperature Rise and Early-Age Strength of Concrete</atitle><jtitle>Materials</jtitle><addtitle>Materials (Basel)</addtitle><date>2022-04-10</date><risdate>2022</risdate><volume>15</volume><issue>8</issue><spage>2781</spage><pages>2781-</pages><issn>1996-1944</issn><eissn>1996-1944</eissn><abstract>In the present paper, the effects of thermal insulation cover curing on the rise in temperature of concrete, and further on the mechanical properties of the concrete are measured experimentally. In the experiments, polyurethane foam boards of 100 mm thickness were used for thermal insulation, and three concrete strength grades of C30, C50 and C80, were used as concrete samples. Conventional standard curing, and two heat curing methods with a constant temperature of 40 °C and 60 °C were used for comparison. The pore structure of the cement paste subject to the different curing procedures, including insulation cover curing, heat curing and standard curing, was experimentally measured using mercury intrusion porosimetry. The test results show that rate of increase in compressive strength compared with standard curing is 22-34%, 16-26%, and 23-67%, respectively, for C30, C50, C80 concrete after being subject to 1 to 3 days thermal insulation cover curing in the initial period after concrete casting. As expected, initial heat curing of concrete will result in a reduction in the long-term strength of the concrete. At 28 days, the strength reduction rate compared with standard curing due to the insulation cover curing is 3.1-5.9%, 0.6-3.0%, 0-3.2%, respectively, for C30, C50, C80 concrete. By contrast, the compressive strength reduction compared with standard curing at 28 days is 8.6-10.5%, 8.6-9.1%, 4.7-5.6%, respectively, for C30, C50, C80 concrete after being subject to a constant heat curing of 40 °C and 60 °C in the initial period after concrete casting. Measurement of the pore structure of the paste subject to different curing procedures initially after casting shows that rising curing temperature leads to coarser pores, especially an increase in capillary pore fraction. Among the four curing methods used in the present study, the effect of insulation cover curing and low temperature (40 °C) heat curing on the capillary pore content is small, while the effect of high temperature (60 °C) heat curing is significant.</abstract><cop>Switzerland</cop><pub>MDPI AG</pub><pmid>35454474</pmid><doi>10.3390/ma15082781</doi><oa>free_for_read</oa></addata></record> |
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subjects | Age Cement hydration Cement paste Compressive strength Concrete Concrete properties Curing Heat High temperature effects Humidity Insulation Low temperature Mechanical properties Polyurethane foam Porosity Reduction Thermal insulation |
title | Effect of the Thermal Insulation Cover Curing on Temperature Rise and Early-Age Strength of Concrete |
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