CAJ | 학술논문

随着我国社会经济发展,大跨度、大截面的型钢混凝土结构在高层、超高层结构中的应用越来越广泛.以青岛市评荐中心扩建工程为例,采用理论计算和有限元分析相结合的方式,研究了施工过程中型钢骨架和模板支架之间协同受力问题,证明了型钢骨架在施工过程中能够承担部分荷载,为脚手架支撑体系的合理设计提供了依据,对今后类似工程的设计和施工,具有一定的参考价值.
수착아국사회경제발전,대과도、대절면적형강혼응토결구재고층、초고층결구중적응용월래월엄범.이청도시평천중심확건공정위례,채용이론계산화유한원분석상결합적방식,연구료시공과정중형강골가화모판지가지간협동수력문제,증명료형강골가재시공과정중능구승담부분하재,위각수가지탱체계적합리설계제공료의거,대금후유사공정적설계화시공,구유일정적삼고개치.
With the development of China's economy and society,the steel reinforced concrete structure with large span and large cross section in high-rise and super high-rise buildings is applied more and more widely.This paper takes the construction of Qingdao Commend Center as an example,and studies load distribution ratio between the steel frames and formwork supporting system in construction process by means of theoretical calculations and finite element analysis.It proves that the steel frame is able to bear part of load in the construction process.It can be used as design basis for the scaffolding support system which has a certain reference value for the design and construction of similar projects in future.