首页|地铁车站侧墙大体积混凝土施工养护测温实验与数值模拟

地铁车站侧墙大体积混凝土施工养护测温实验与数值模拟

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通过预埋温度传感器的方式,对深圳市某地铁车站的两面侧墙进行温度监测,同时监测环境温度变化,分析地铁车站侧墙大体积混凝土结构内部由水化热引起的温度升降变化特征,进一步分析混凝土内部与表面、表面与环境、降温速率等现象,得出混凝土温度变化规律.利用ABAQUS有限元软件对主要的温度变化过程进行数值模拟,建立侧墙的三维应力场-温度场耦合模型,与试验数据对比验证其可靠性,对混凝土应力状态进行分析,验证温度应力产生的原理,并且对地铁侧墙应力易集中处做出预测,提出防止裂缝的相关措施.
Temperature Measurement Experiment and Numerical Simulation of Large-Volume Concretes During Their Construction and Maintenance on Side Walls of Subway Station
In this work the temperature of two side walls of a subway station under construction in Shenzhen was monitored,and then the temperature fluctuation characteristics caused by the heat of hydration in the large-volume concrete structure of the side wall of the subway station were analyzed.Then the phenomenon of concrete interior and surface,surface and environment,cooling rate and other phenomena was further analyzed,and the temperature change law of concrete was obtained.ABAQUS finite element software is used to simulate the whole temperature change process.A three-dimensional stress field-temperature field coupling model of the side wall was established,and the result was compared with the experiment data to verify its reliability.The stress state of concrete was analyzed,the principle of temperature stress was verified,the stress concentration of the subway side wall was predicted,and relevant measures to prevent cracks was proposed.

large-volume concretetemperature changesmodel calculationmetro stations

陈辉、张英硕、张凤亮、程绰、王文旭、张新强

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中国建筑一局(集团)有限公司,北京 100071

中建一局集团华南建设有限公司,深圳 518000

哈尔滨工业大学(深圳)土木与环境工程学院,深圳 518055

中建南方投资有限公司,深圳 518000

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大体积混凝土 温度变化 模型计算 地铁车站

贵州省科技计划项目贵州省科技计划项目

黔科合支撑[2021]一般357黔科合支撑[2023]一般424

2024

结构工程师
同济大学,华东建筑设计研究院

结构工程师

CSTPCD
影响因子:0.51
ISSN:1005-0159
年,卷(期):2024.40(5)