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硅酸盐通报 ›› 2018, Vol. 37 ›› Issue (5): 1556-1562.

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干旱区输电线路混凝土碳化深度及力学性能研究

李明;张琰;王彦良;李勇;陈鄂球;殷晓鹏   

  1. 国家电网有限公司,北京,100031;中国电力科学研究院有限公司,北京,100192;国网山东省电力公司济宁供电公司,济宁,272023;国网甘肃省电力公司经济技术研究院,兰州,730050
  • 出版日期:2018-05-15 发布日期:2021-01-18
  • 基金资助:
    国家电网公司科技项目(GCB17201600152)

Research on Carbonation Depth and Mechanical Properties of Concrete of Transmission Lines in Arid Areas

LI Ming;ZHANG Yan;WANG Yan-liang;LI Yong;CHEN E-qiu;YIN Xiao-peng   

  • Online:2018-05-15 Published:2021-01-18

摘要: 模拟西北干旱地区环境特征和输电塔基础荷载条件,针对钢筋混凝土构件进行了室内加速碳化试验,分析了水灰比、矿物掺合料、二氧化碳浓度及受力状态对混凝土构件碳化深度的影响规律及混凝土碳化后构件的力学性能.结果表明:水灰比越小,混凝土碳化后的抗压强度越高,抗折强度越低;矿物掺和料的掺入并不能明显改善混凝土的抗碳化性能;受拉区的混凝土碳化深度明显大于受压区.在此基础上,针对干旱区环境特征,提出了碳化深度预测模型中相对湿度和二氧化碳浓度影响系数的计算方法.

关键词: 干旱区;混凝土;杆塔基础;碳化深度;力学性能

Abstract: By simulating the environmental characteristics of northwest arid areas and the loading conditions of transmission tower foundation , the indoor accelerated carbonation test of reinforced concrete members were carried out.The influence law of water-cement ratio, mineral admixtures, carbon dioxide concentration and stress state on the carbonation depth of concrete members and mechanical properties of carbonated concrete members were analyzed .The results show that the compressive strength of carbonated concrete increase with the decrease of water -cement ratio and the flexural strength of carbonated concrete decrease with the decrease of water -cement ratio.The incorporation of mineral admixtures does not significantly improve the carbonation resistance of concrete .The concrete carbonation depth in the tension zone is obviously larger than that of the compression zone .According to the characteristics of the arid area environment, a calculation method of the influence coefficient of relative humidity and carbon dioxide concentration for carbonation depth prediction model is proposed

Key words: arid area;concrete;tower foundation;depth of carbonization;mechanical property

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