地铁车站叠合墙内衬早龄期温度与应变演化规律OACSTPCD
Early-Age Temperature and Strain Evolution of Composite Wall Lining in Subway Station
为探究叠合墙早龄期内衬温度与应变演化规律,依托地铁车站叠合墙工程开展早龄期内衬墙温度与应变现场监测,分析内衬墙的裂缝分布特征、温度与应变演化规律.结果表明:在早龄期,裂缝多从内衬墙的底部施工缝向上延伸,大部分裂缝为竖向裂缝,少量斜裂缝位于墙角;内衬墙的中部温度高于四周温度,而墙体中心的温度峰值与降温速率最大,表面温度峰值最小,并且墙体存在明显的里表温差;在早龄期,内衬墙存在明显的膨胀与收缩现象,并且不同方向上的应变演化规律存在明显的区别.
In order to explore the early-age temperature and strain evolution of the composite wall lining,on-site monitoring of the temperature and strain of the early-age lining wall is carried out based on the subway sta-tion composite wall project,and the crack distribution characteristics,temperature and strain evolution of the lining wall are analyzed.The results show that in the early-age,most of the cracks extend upward from the bottom of the lining wall construction joint,most of the cracks are vertical,and a few oblique cracks locate at the corner of the wall.The temperature in the middle of the lining wall is higher than the surroundings,the temperature peak and the temperature drop rate in the center of the wall are the maximum,and the surface temperature peak is the minimum,the obvious temperature difference exists bettween the in-inner and the surface.In the early-age,there are obvious expansion and contraction phenomena in the lining wall,and obvi-ous differences in the strain evolution in different directions.
陈春超;陈士海;陈建福;张瀚武;曾凡福
华侨大学土木工程学院,福建 厦门 361021中铁十四局集团大盾构工程有限公司,江苏南京 210000福建永东南建设集团有限公司,福建福州 350700中铁一局集团有限公司,陕西西安 710000
土木建筑
大体积混凝土叠合墙早龄期内衬墙温度应变
mass concretecomposite wallearly-agelining walltemperaturestrain
《华侨大学学报(自然科学版)》 2024 (002)
193-200 / 8
福建省住房与城乡建设厅科学技术计划(2022K202)
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