TC4635-Q型钢模台车框架系统静力学分析  

Statics analysis of steel-shuttering TC4635-Q trolley frame system

作　　者：徐锦元 张政武[1] 何勇[1] XU Jin-yuan;ZHANG Zheng-wu;HE Yong(School of Mechanical Engineering,Shaanxi University of Technology,Hanzhong 723000,China)

机构地区：[1]陕西理工大学机械工程学院,陕西汉中723000

出　　处：《陕西理工大学学报（自然科学版）》2021年第1期15-21,共7页Journal of Shaanxi University of Technology:Natural Science Edition

基　　金：陕西省工业自动化重点实验室开放课题(SLGPT2019KF01-17)。

摘　　要：介绍了TC4635-Q型钢模台车的结构组成,为确保该台车的安全性,对其进行了强度、刚度校核。首先计算出台车在最不利工况下承受的混凝土载荷,然后使用Creo软件建立了台车的三维模型,通过ANSYS Workbench软件对台车模板系统进行了静力学分析,由此计算出台车框架系统承受的载荷,并对框架系统进行了静力学分析,最后将软件分析结果与力学计算结果进行对比。结果表明模型设计与载荷计算合理,台车强度、刚度均处于合理范围内,且具有一定的安全余量。研究结论为可变式钢模台车进一步力学分析和结构优化提供了一定的理论依据。This paper introduces the structure composition of a new type of curvilinear variable steel-shuttering trolley,in order to ensure its safety,the strength and stiffness of the trolley are checked.First calculate a car under the most unfavorable conditions of concrete under load,and then use Creo software to establish a three-dimensional model of car.Through the ANSYS Workbench software on the car template system statics analysis,the study has calculated load that the car frame system can carry,and made a frame system statics analysis.Finally the results of software analysis and mechanical calculation are compared.The results show that the model design and load calculation are reasonable,the strength and stiffness of the trolley are within a reasonable range,and there is a certain safety margin,which is expected to provide a certain theoretical basis for the further mechanical analysis and structural optimization of the flexible steel-shuttering trolley.

关 键 词：曲线段可变式 模板系统 框架系统 静力学分析 

分 类 号：U455.3[建筑科学—桥梁与隧道工程] TH123[交通运输工程—道路与铁道工程]