带上盖物业地铁车辆段盖板结构耐火性能研究  

Study on fire resistance performance of the cover plate upon subway vehicle depot with over development of buildings

作　　者：张新[1,2] 罗俊礼 徐志胜[1] 倪天晓 彭锦志[1,2] 谢宝超[1] ZHANG Xin;LUO Junli;XU Zhisheng;NI Tianxiao;PNEG Jinzhi;XIE Baochao(Institute of Disaster Prevention Science&Safety Technology,Central South University,Changsha 410075,China;Changsha Kerich Fire Protection Engineering Tech.CO.,Ltd,Changsha 410007,China;Hunan Radio and TV University,Changsha 410004,China)

机构地区：[1]中南大学防灾科学与安全技术研究所,湖南长沙410075 [2]长沙科锐消防工程技术有限公司,湖南长沙410007 [3]湖南广播电视大学,湖南长沙410004

出　　处：《铁道科学与工程学报》2018年第4期986-994,共9页Journal of Railway Science and Engineering

基　　金：中南大学中央高校基本科研业务费专项资金资助项目(2013zzts049);湖南省教育厅科学研究项目(16C1077)

摘　　要：通过对规范和工程案例的研究,确定地铁车辆段盖板结构主要构件的耐火极限及设计措施。基于热弹塑性本构模型编制非线性有限元分析程序,对钢筋混凝土盖板结构中的最不利楼板和主梁的瞬态温度场以及火灾下的力学行为进行数值模拟,计算结果验证了盖板结构中的梁和楼板的设计措施能够满足3.00 h耐火极限的要求。对比研究火灾下双向板与单向板的温度应力和高温塑性变形,得出薄膜效应的特征与板件长宽比的关系。通过回归分析,提出受火3.00 h时背火面温升与沿温度梯度方向厚度的关系曲线,明确盖板结构厚度最小取值。研究结果可为此类结构的防火设计提供参考。Through the investigation of codes and engineering cases,the fire endurance limit and the design measures of the main components of the cover plate upon metro depot were determined.Based on the thermal elasto-plastic constitutive model,a nonlinear element analysis program was developed to numerically simulate the transient temperature field and the mechanical behavior of the most unfavorable slab and beam in the cover plate structure.The calculation results show that the design measures of the beam and slab of the cover structure could meet the requirements of 3.00 h fire resistance.According to the comparative study of the thermal stress and deformation of the two-way slab and unidirectional slab under fire,the relationship between the membrane effect and the length-width ratio was obtained.By regression analysis,the relationship curve between the temperature rise of the unexposed surface and the thickness along the direction of temperature gradient is proposed and the minimum thickness of the cover plate is defined.The results could provide reference for the fire protection design of this kind of structure.

关 键 词：地铁车辆段 钢筋混凝土盖板结构 耐火极限 瞬态温度场 高温变形 薄膜效应 

分 类 号：TU375.2[建筑科学—结构工程] U231.12[交通运输工程—道路与铁道工程]