摘要
在冻融、盐蚀作用下,西北盐渍土地区光伏支架基础混凝土劣化迅速。针对水泥基砂浆-混凝土界面进行耐久性试验,研究不同侵蚀作用后耐久性指标的变化规律,建立以界面抗剪强度损失率为指标的损伤度,利用扫描电镜对试件的微观结构进行分析。分析结果表明:交替作用下试件损伤最严重,其次为盐冻循环,最后为硫酸盐干湿循环,且交替作用对试件所造成的损伤为超叠加效应,其损伤度比单一侵蚀叠加结果高6.43%;相比于MgSO_(4)溶液,Na2SO_(4)溶液对界面劣化更为严重,交替作用6次时两者损伤程度分别为95.24%(Na2SO_(4))和82.41%(MgSO_(4));微观试验显示,在经历交替作用后,试件粘结界面扩展变宽,并有侵蚀产物生成。
Under the effects of sulfate erosion and freeze-thaw cycles,the concrete of photovoltaic bracket foundations in the northwest saline soil area deteriorates rapidly.This article presents interface durability tests the on cement mortar-concrete,studying the changes in durability indicators under different erosion effects,establishing a damage degree based on the loss rate of interface shear strength,and analyzing the micro-structure of the specimens using scanning electron microscopy.The results show that the damage to the specimen is the most severe under alternating action,followed by salt freezing cycle and finally dry wet cycle.The damage caused by alternating action on the specimen is a superimposition effect,with a damage degree 6.43%higher than that of a single erosion superposition result.Compared to MgSO_(4)solution,Na2SO_(4)solution causes more severe interface degradation,with damage levels of 95.24%(Na2SO_(4))and 82.41%(MgSO_(4))after 6 cycles of alternating action.Microscopic experiments show that after undergoing alternating effects,the bonding interface of the specimen expands and widens,and erosion products are generated.
作者
宋山茂
王瑞骏
李占海
王琦
孙斌
李阳
王博楠
SONG Shanmao;WANG Ruijun;LI Zhanhai;WANG Qi;SUN Bin;LI Yang;WANG Bonan(New Energy Engineering Construction Branch of Qinghai Upper Yellow River Hydropower Development Co.,Ltd.,Xining 810000,Qinghai,China;School of Water Resources and Hydropower Engineering,Xi'an University of Technology,Xi'an 710048,Shaanxi,China)
出处
《电网与清洁能源》
CSCD
北大核心
2024年第9期141-147,共7页
Power System and Clean Energy
基金
陕西省自然科学基础研究计划项目(2022JQ-357)。
关键词
水泥基砂浆
界面
干湿循环
盐冻
交替作用
cement-based mortar
interface
dry wet cycle
saltfreezing
alternationaction
作者简介
宋山茂(1981-),男,本科,高级工程师,研究方向为电力工程技术;王瑞骏(1963-),男,博士,教授,研究方向为混凝土耐久性及损伤修复;李占海(1989-),男,硕士,高级工程师,研究方向为电力工程技术;王琦(1988-),男,本科,研究方向为电力工程技术;孙斌(1992-),男,本科,研究方向为电力工程技术;李阳(1991-),男,博士,副教授,研究方向为混凝土耐久性;王博楠(1988-),男,博士,工程师,研究方向为地下结构抗震与可靠度分析。
