首页|青海冻融-侵蚀环境硅灰提高混凝土寿命机理研究

青海冻融-侵蚀环境硅灰提高混凝土寿命机理研究

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依托青海某地区高寒高硫酸钠盐环境和硅灰存量大、品质高和运输成本低等优势,结合硅灰具有早强、抗冻性及抗硫酸钠盐等良好的力学性能.通过内掺硅灰0、5%、10%和15%,在水灰比0.35,砂率40%,进行3种不同硫酸盐干湿侵蚀与冻融循环时间比的硫酸盐钠侵蚀-冻融循环交替试验,并基于灰色系统理论建立起硫酸盐钠侵蚀-冻融循环交替试验下力学性能GM(1,1)预测模型,结果表明:在硫酸盐钠侵蚀-冻融循环交替环境中,硅灰的加入能降低混凝土质量、相对动弹模量及抗压强度损失速率,10%掺量效果最好,且以抗压强度最先破坏;确定青海地区冻融区环境为D级,冻融与干湿侵蚀为3∶1、1∶1和1∶3时,预测青海地区不掺硅灰混凝土寿命为20年、18.7年和13.3年,10%掺量的硅灰混凝土寿命分别为48年、34.7年和18.7年.为硅灰混凝土在西北高寒和硫酸盐侵蚀地区的使用和相应环境下混凝土结构物的耐久性及寿命预测提供试验依据和理论参考.
Study on silica fume improving concrete service life in the freeze-thaw erosion environment of Qinghai
Relying on the alpine high sodium sulfate environment in Qinghai area and the advantages of large stock,high quality and low transportation cost of silica fume,combined with the good mechanical properties of silica fume such as early strength,frost resistance and sodium sulfate resistance.By adding silica fume 0,5%,10%and 15%,in the water-cement ratio of 0.35,sand ratio of 40%,three different sulfate dry-wet erosion and freeze-thaw cycle time ratio of sulfate sodium erosion-freeze-thaw cycle alternating test,and based on the grey system theory,the mechanical properties GM(1,1)prediction model of sulfate sodium erosion-freeze-thaw cycle alternating test is established.The results show that in the sulfate sodium erosion-freeze-thaw cycle alternating environment,the addition of silica fume can reduce the concrete quality,relative dynamic elastic modulus and compressive strength loss rate,and the 10%dosage effect is the best.The compressive strength is first destroyed.It is determined that the freeze-thaw zone environment in Qinghai area is grade D,and the freeze-thaw and dry-wet erosion are 3:1,1∶1 and 1∶3.It is predicted that the life of concrete without silica fume in Qinghai area is 20 years,18.7 years and 13.3 years,and the life of 10%silica fume concrete is 48 years,34.7 years and 18.7 years,respectively.It provides experimental basis and theoretical reference for the use of silica fume concrete in the northwest alpine and sulfate erosion areas and the durability and life prediction of concrete structures under the corresponding environment.

silica fumedry and wetfreeze-thawsulfate erosionGM(1,1)prediction model

陈志敏、杨志强、刘军辉、袁乾龙、张猛、郑鹏基

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兰州交通大学土木工程学院,甘肃兰州 730070

中国建筑第二工程局有限公司,北京 110000

硅灰 干湿 冻融 硫酸盐侵蚀 GM(1,1)预测模型

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(12)