| 双向压荷载对高性能混凝土氯离子渗透性的影响 |
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| 引用本文： | 洪雷,程伟,王淑梅.双向压荷载对高性能混凝土氯离子渗透性的影响[J].建筑材料学报,2012(6):852-856. |
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| 作者姓名： | 洪雷 程伟 王淑梅 |
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| 作者单位： | 大连理工大学海岸和近海工程国家重点实验室，辽宁大连116024;大连理工大学海岸和近海工程国家重点实验室，辽宁大连116024;大连理工大学海岸和近海工程国家重点实验室，辽宁大连116024 |
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| 基金项目： | 国家自然科学基金资助项目（50479059） |
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| 摘 要： | 采用ASTM C1202快速试验方法——直流电通量法,研究了双向荷载及龄期对C30高性能混凝土抗氯离子渗透性能的影响.试验结果表明:双向荷载对混凝土的损伤以及养护龄期对混凝土损伤的修复均对氯离子渗透性产生显著影响.在竖向压荷载存在的条件下,当侧向压荷载低于30%极限荷载时,随着侧向压荷载的增加,混凝土抗氯离子渗透性能有所增强;当侧向压荷载高于30%极限荷载时,随着侧向压荷载的增加,混凝土抗氯离子渗透性能逐渐减弱.无论施加双向荷载还是施加单向荷载,当荷载水平高于30%极限荷载时,混凝土抗氯离子渗透性能均随时间的增长逐渐降低.
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| 关 键 词： | 高性能混凝土 电通量 双向荷载 渗透性 |
| 收稿时间： | 7/4/2011 12:00:00 AM |
| 修稿时间： | 1/9/2012 12:00:00 AM |
Influence of Two Way Load on Chloride Permeability ofHigh Performance Concrete |
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| HONG Lei,CHENG Wei and WANG Shu mei.Influence of Two Way Load on Chloride Permeability ofHigh Performance Concrete[J].Journal of Building Materials,2012(6):852-856. |
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| Authors: | HONG Lei CHENG Wei and WANG Shu mei |
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| Affiliation: | State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China;State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China;State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China |
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| Abstract: | Anti chloride penetrative properties of C30 high performance concrete subjected to two way load at different standard curing ages were studied by ASTM C1202. The test results show that deterioration due to two way load and reparation with curing ages have significant influence on chloride permeability. Under the vertical pressure load, when the lateral pressure load is lower than 30% of the ultimate load, the anti chloride penetrative property of concrete enhances with the increase of the lateral pressure load; when the lateral pressure load exceeds 30%, the anti chloride penetrative property of concrete declines with the increase of the lateral pressure load. When the load level is higher than 30% of the ultimate load, the anti chloride penetrative property of concrete decreases with the increase of time, no matter in two way load or one way load. |
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