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超轻质混凝土的抗冻性试验方法研究
Test Method for Freeze-thaw Resistance of Ultra-lightweight Concrete
2022年第6期
轻质混凝土;抗冻性;含水率;融化温度;试件尺寸;冻融循环
Ultra-lightweight concrete; Freeze-thaw resistance; Moisture content; Thawing temperature; Size of specimen; Freeze-thaw cycle
2022年第6期
10.19761/j.1000-4637.2022.06.031.06
国家重点研发计划项目(2017YFB0309903);国家自然科学基金面上项目(51972295)。
刘 迪,王 玲,王振地,方 俊
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

刘 迪,王 玲,王振地,方 俊

刘迪,王玲,王振地,等.超轻质混凝土的抗冻性试验方法研究[J].混凝土与水泥制品,2022(6):31-36.

LIU D,WANG L,WANG Z D,et al.Test Method for Freeze-thaw Resistance of Ultra-lightweight Concrete[J].China Concrete and Cement Products,2022(6):31-36.

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针对现有方法评价超轻质混凝土的抗冻性存在烘干开裂、冻融失效过快等不足,提出了一种改进测试方法,即试件饱水后再沥水,以调节含水率,并采用气冻气融进行冻融循环试验。研究了沥水时间、融化温度和试件尺寸对超轻质混凝土强度损失率和质量损失率的影响。结果表明:控制沥水时间能有效调节试件的含水率;随着沥水时间的延长,试件的冻融质量损失率和强度损失率大体呈下降趋势;降低冻融循环试验时的融化温度能有效解决试件的开裂问题;尺寸较小试件对温度的敏感程度相对较大,尺寸较大的试件冻融破坏严重,不易搬运。并在此研究基础上,提出了适合超轻质混凝土抗冻性试验的改进方法,确定了适宜的沥水时间、融化温度和试件尺寸,分别为6 h、15 ℃和100 mm×100 mm×100 mm,可为超轻质混凝土的抗冻性测试提供参考。 Aimed to solve the deficiencies of the domestic existing msethod for evaluating the freeze-thaw resistance of ultra-lightweight concrete(ULWC), such as cracking caused by drying and deterioration by freeze-thaw cycles too fast, a new method was put forward, in which the moisture content of the ULWC specimen was adjusted by controlling draining time after soaked in water, and then the mode of freezing and thawing cycle in air was used. The effects of test parameters such as draining time of specimen, thawing temperature and specimen size on the strength loss rate and mass loss rate of ULWC were studied. The results show that controlling the draining time can effectively adjust the moisture content of the specimen. Both the freeze-thaw mass loss rate and strength loss rate of the specimens generally show a downward trend with the extension of the draining time. Lowering the melting temperature can effectively solve the problem of cracking of ULWC specimen during the freeze-thaw test. The smaller size of the specimen is relatively more sensitive to temperature, and the larger size of the specimen is severely damaged by freezing and thawing, and is not easy to handle. Based on the research, a new test method suitable for the evaluation of freeze-thaw resistance of ULWC was proposed. The appropriate drain time, thawing temperature and specimen size were determined to be 6 h, 15 °C and 100 mm×100 mm×100 mm, respectively. The results can provide a reference for the frost resistance test of ULWC.
英文名 : Test Method for Freeze-thaw Resistance of Ultra-lightweight Concrete
刊期 : 2022年第6期
关键词 : 轻质混凝土;抗冻性;含水率;融化温度;试件尺寸;冻融循环
Key words : Ultra-lightweight concrete; Freeze-thaw resistance; Moisture content; Thawing temperature; Size of specimen; Freeze-thaw cycle
刊期 : 2022年第6期
DOI : 10.19761/j.1000-4637.2022.06.031.06
文章编号 :
基金项目 : 国家重点研发计划项目(2017YFB0309903);国家自然科学基金面上项目(51972295)。
作者 : 刘 迪,王 玲,王振地,方 俊
单位 : 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

刘 迪,王 玲,王振地,方 俊

刘迪,王玲,王振地,等.超轻质混凝土的抗冻性试验方法研究[J].混凝土与水泥制品,2022(6):31-36.

LIU D,WANG L,WANG Z D,et al.Test Method for Freeze-thaw Resistance of Ultra-lightweight Concrete[J].China Concrete and Cement Products,2022(6):31-36.

摘要
参数
结论
参考文献
引用本文

针对现有方法评价超轻质混凝土的抗冻性存在烘干开裂、冻融失效过快等不足,提出了一种改进测试方法,即试件饱水后再沥水,以调节含水率,并采用气冻气融进行冻融循环试验。研究了沥水时间、融化温度和试件尺寸对超轻质混凝土强度损失率和质量损失率的影响。结果表明:控制沥水时间能有效调节试件的含水率;随着沥水时间的延长,试件的冻融质量损失率和强度损失率大体呈下降趋势;降低冻融循环试验时的融化温度能有效解决试件的开裂问题;尺寸较小试件对温度的敏感程度相对较大,尺寸较大的试件冻融破坏严重,不易搬运。并在此研究基础上,提出了适合超轻质混凝土抗冻性试验的改进方法,确定了适宜的沥水时间、融化温度和试件尺寸,分别为6 h、15 ℃和100 mm×100 mm×100 mm,可为超轻质混凝土的抗冻性测试提供参考。

Aimed to solve the deficiencies of the domestic existing msethod for evaluating the freeze-thaw resistance of ultra-lightweight concrete(ULWC), such as cracking caused by drying and deterioration by freeze-thaw cycles too fast, a new method was put forward, in which the moisture content of the ULWC specimen was adjusted by controlling draining time after soaked in water, and then the mode of freezing and thawing cycle in air was used. The effects of test parameters such as draining time of specimen, thawing temperature and specimen size on the strength loss rate and mass loss rate of ULWC were studied. The results show that controlling the draining time can effectively adjust the moisture content of the specimen. Both the freeze-thaw mass loss rate and strength loss rate of the specimens generally show a downward trend with the extension of the draining time. Lowering the melting temperature can effectively solve the problem of cracking of ULWC specimen during the freeze-thaw test. The smaller size of the specimen is relatively more sensitive to temperature, and the larger size of the specimen is severely damaged by freezing and thawing, and is not easy to handle. Based on the research, a new test method suitable for the evaluation of freeze-thaw resistance of ULWC was proposed. The appropriate drain time, thawing temperature and specimen size were determined to be 6 h, 15 °C and 100 mm×100 mm×100 mm, respectively. The results can provide a reference for the frost resistance test of ULWC.

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(1)控制沥水时间能有效调节试件的含水率,同一干密度的超轻质混凝土试件在相同冻融循环次数下,随着沥水时间的延长,其冻融质量损失率和抗压强度损失率大体呈下降趋势,沥水6 h和12 h时,试件在冻融过程中质量损失的变化趋势基本相同,考虑时间成本,选择沥水时间为6 h。
(2)降低融化温度能有效解决超轻质混凝土冻融过程中大规模开裂问题,但考虑到5 ℃条件下融化5 h仍有试件表面结冰未融化的现象,确定冻融循环试验的融化温度为15 ℃。
(3)随着试件尺寸的增大,超轻质混凝土试件冻融破坏程度越严重。小尺寸试件(边长70 mm)对外界温度变化更敏感,大尺寸试件(边长150 mm)在冻融循环试验过程不便搬运,易出现破损。综合考虑,选择边长为100 mm的立方体试件进行试验较为合理。

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刘迪,王玲,王振地,.超轻质混凝土的抗冻性试验方法研究[J].混凝土与水泥制品,2022(6):31-36.

LIU D,WANG L,WANG Z D,et al.Test Method for Freeze-thaw Resistance of Ultra-lightweight Concrete[J].China Concrete and Cement Products,2022(6):31-36.

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