型钢混凝土梁模板支设的优化设计  

OPTIMAL DESIGN OF FORMIWORK SETTING FOR STEEL REINFORCED CONCRETE BEAMS

作　　者：陈康 李成飞 杨金勇 安栋 CHEN Kang;LI Cheng-fei;YANG Jin-yong;AN Dong(Beijing No.6 Construction Engineering Quality Test Department Co.,Ltd.,100076,Beijing,China;School of Civil and Transportation Engineering,Beijing University of Civil Engineering and Architecture,100044,Beijing,China)

机构地区：[1]北京市建设工程质量第六检测所有限公司,北京100076 [2]北京建筑大学土木与交通工程学院,北京100044

出　　处：《建筑技术》2024年第18期2270-2273,共4页Architecture Technology

基　　金：北京中建建筑科学研究院有限公司科技项目(KYY-2021-2)。

摘　　要：为了对型钢混凝土梁的模板设计进行优化,以实际工程设计过程为例,分别通过有限元软件ABAQUS和品茗安全计算软件对其设计结果进行优化分析。有限元分析结果表明,型钢在施工过程中可以承担部分混凝土的重力荷载;根据型钢骨架和模板支架体系协同受力的结果,可以将混凝土的自重考虑折减系数的方法应用到品茗安全计算软件中,达到优化设计的目的。In order to optimize the formwork design of steel reinforced concrete beams,the actual engineering design process was taken as an example,and the design results were optimized and analyzed using the finite element software ABAQUS and the safety calculation software Pinming.The results show that section steel can bear part of the gravity load of concrete during construction.Based on the results of the cooperative working performance of the steel skeleton and formwork support system,the method of considering the reduction coefficient of the concrete's self-weight can be applied to the safety calculation software to achieve the goal of optimizing design.

关 键 词：型钢混凝土梁 模板支设 优化设计 协同受力 折减系数 

分 类 号：TU363[建筑科学—结构工程]