首页|混凝土单箱多室箱梁温度梯度地域差异性

混凝土单箱多室箱梁温度梯度地域差异性

Regional difference in temperature gradient of concrete single-box multi-cell box girder

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为确定不同地区混凝土单箱多室箱梁日照温差代表值,在西藏山南、陕西铜川与广西来宾分别建立了室外日照温度场试验模型,同时安装了大量温度传感器与气象采集器,通过现场实测数据总结了山南、铜川和来宾气象差异性;通过长期箱梁测试温度与逐时气象数据的逐步回归,提出了山南、铜川和来宾箱梁温差计算公式;调研了西藏6个地级市、陕西10个地级市和广西14个地级市1955-2016年的气象数据,并将气象日值数据分解为逐时气象数据用于温差计算,基于超阈值分布模型得到了 3个地区重现期为50年的温度作用代表值,并绘制了温度作用分布地图.研究结果表明:箱梁模型实测的向阳侧边腹板竖向温差、中腹板竖向温差、顶板横向温差与底板横向温差从高到低依次为山南、铜川和来宾,说明受地理位置影响,中国不同地区的箱梁竖向温差和横向温差具有差异性;混凝土箱梁顶板向阳侧横向温差均高于底板,山南、铜川和来宾箱梁顶板向阳侧横向温差比底板分别高30.7%、23.2%和11.1%;西藏、陕西和广西的中腹板竖向温差地域差异性最大可达10.5 ℃,顶板横向温差地域差异性最大可达20.3 ℃,说明混凝土桥梁的日照作用具有明显的地域差异性.
In order to determine the representative values of sunshine temperature differences of concrete single-box multi-cell box girders in different regions,outdoor sunshine temperature field test models were established in Shannan of Xizang,Tongchuan of Shaanxi and Laibin of Guangxi,respectively,and a large number of temperature sensors and meteorological collectors were installed at the same time.The meteorological variability in Shannan,Tongchuan and Laibin was summarized through the on-site measured data,and the formulae for calculating the temperature difference among box girders in Shannan,Tongchuan and Laibin were proposed through the step-by-step regression of the long-term box girder test temperature and the hour-by-hour meteorological data.The meteorological data from 1955 to 2016 in 6 prefecture-level cities in Xizang,10 prefecture-level cities in Shaanxi,and 14 prefecture-level cities in Guangxi were surveyed,and the daily meteorological data were decomposed into hour-by-hour meteorological data for the calculation of the temperature difference.Based on the suprathreshold distribution model,the representative values of the temperature action in three provinces with a reproduction period of 50 years were obtained,and the temperature action distribution maps were drawn.Research results show that the measured vertical temperature difference of sunny side web,vertical temperature difference of middle web,lateral temperature difference of top plate and lateral temperature difference of bottom plate of the box girder model are in descending order from Shannan,Tongchuan to Laibin,which shows that both the vertical and lateral temperature differences of box girders in different regions of China are differentiated by the influence of geographic location.The lateral temperature difference of the top plate of the concrete box girder in the sunny side is higher than that of the bottom plate,specifically by 30.7%,23.2%and 11.1%in Shannan,Tongchuan and Laibin,respectively.The vertical temperature difference of the middle web can reach up to 10.5 ℃ and the lateral temperature difference of the top plate can reach up to 20.3 ℃ in Xizang,Shaanxi and Guangxi,showing that the sunshine effect on concrete bridge varies significantly by region.3 tabs,32 figs,30 refs.

bridge engineeringconcrete box girdermodel testcomputation model of temperature differenceregional differencetemperature difference extremum

徐向锋、马禄爱、张峰、张磊、邬刚

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山东交通学院交通土建工程学院,山东济南 250357

山东大学岩土与结构工程研究中心,山东济南 250061

东南大学交通学院,江苏南京 211189

桥梁工程 混凝土箱梁 模型试验 温差计算模型 地域差异性 温差极值

国家重点研发计划山东省自然科学基金项目山东省自然科学基金项目

2022YFB2603303ZR2021ME077ZR2021QE216

2024

交通运输工程学报
长安大学

交通运输工程学报

CSTPCD北大核心
影响因子:1.306
ISSN:1671-1637
年,卷(期):2024.24(1)
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