Analysis and Construction Technology of a Novel Modular Top-Supporting System for Prefabricated Floor Slabs
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摘要: 提出一种新型上承式模块化预制楼板支撑桁架体系,该体系由模块化桁架标准件组装而成,通过在预制楼板上预埋螺栓件,将组装好的桁架支撑安装于板面对应位置,无需搭设底部支撑。通过有限元参数化建模,分析研究施工阶段桁架支撑的内力分布情况、楼板跨中挠度及楼板损伤情况,从承载能力、刚度、用钢量和施工便利性的角度,给出了上承式桁架支撑体系的合理构造形式和最优杆件型号,并提出配套施工技术流程。研究表明:该体系受力合理,结构安全可靠,且安装拆卸简单,用钢量少,可以有效减少工期,降低成本,在实际工程中具有推广价值。Abstract: A novel top-supporting modular truss system for prefabricated concrete slabs is proposed in this paper. This system can be assembled using standard modular truss units. By embedding bolts in the prefabricated floor slabs, the assembled truss support system can be installed at the corresponding positions on the slabs without the need for bottom supports. A parametric analysis using a finite element model was conducted to investigate the internal force distribution of the truss supports, the mid-span deflection of the slabs, and the damage during the construction stage. From the perspective of bearing capacity, stiffness, steel consumption, and construction convenience, reasonable structural forms and optimal component types were determined for the top-supporting truss system, and a supporting construction technical process was proposed. Research shows that the system is structurally reasonable, safe and reliable, easy to install and dismantle, and consumes less steel, which effectively reduces construction time and costs. Thus, this supporting system holds significant promotion value for practical engineering projects.
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