某重油罐区机柜间和外操间抗爆改造结构计算分析  

Calculation and Analysis of Anti-explosion Renovation Structure for Cabinet Room and External Operation Room in a Certain Heavy Oil Tank Area

作　　者：徐士平 Xu Shiping(SINOPEC Qilu Company,Shandong,Zibo,255400)

机构地区：[1]中国石油化工股份有限公司齐鲁分公司,山东淄博255400

出　　处：《安全、健康和环境》2024年第7期29-34,共6页Safety Health & Environment

摘　　要：针对某重油罐区机柜间和外操间采取的抗爆改造方案,使用ABAQUS有限元软件进行仿真模拟,对建筑物爆炸荷载作用下结构有限元弹塑性进行时程分析。对建筑物各面墙体、屋面的爆炸变形下支座转角、相应基础承载力、抗倾覆、抗滑移等相关性能指标进行验算,其中,墙体的最大转角为0.13°,屋面位移最大转角为0.26°,基底最大压力P_(max)≤2×f a,基底最小压力P_(min)>0,M抗力>M倾覆,F抗力>F滑移。结果表明,经过改造处理后的建筑物结构安全性能满足现行国家规范的要求,可根据所采用的改造方案对建筑物进行相应抗爆加固。An anti-explosion renovation plan was adopted for the cabinet room and external operation room of a heavy oil tank area,and simulated using ABAQUS finite element software to analyze the structural finite element elastic-plastic time history under the action of building explosion loads.The performance indicators such as support rotation angle,corresponding foundation bearing capacity,anti-overturning,and anti-sliding under explosive deformation of walls and roofs on all sides of the building were calculated.Among them,the maximum rotation angle of the wall was 0.13°,the maximum displacement angle of the roof was 0.26°,the maximum pressure of the foundation P_(max)≤2×f_(a),the minimum pressure of the foundation P_(min)>0,M resistance>M overturning,and F resistance>F sliding.The results showed that the safety performance of the building structure after renovation met the requirements of current national standards,and the building can be reinforced with corresponding blast resistance according to the adopted renovation plan.

关 键 词：抗爆设计 改造方案 仿真模拟 弹塑性分析 结构计算 

分 类 号：TH17[机械工程—机械制造及自动化]