装配式钢结构楼板拼接板缝关键问题研究
RESEARCH ON THE KEY PROBLEMS OF FLOOR SLAB SLOT IN ASSEMBLED STEEL STRUCTURE
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摘要: 应用于模块化装配式高层钢结构中的装配式楼板,由于拼接板缝的存在,使得楼板刚度不连续,影响楼板整体作用的发挥。为了保证装配式楼板的平面内刚度和整体性,研发了三类板间连接件梁连接件、板连接件以及梁板连接件。应用ABAQUS非线性有限元分析软件,与现浇整板模型比较,考虑不同连接件类型、连接件间隔,分析楼板的破坏特征、承载力特征、板缝受剪刚度、板缝两侧应力传递、板缝受剪错缝量,用以考察拼接板缝的受力特征和传力效果。分析结果表明,楼板连接件的间隔是影响楼板平面刚度的主要因素,单纯采用梁连接件,对板缝约束作用较小,板连接件和梁板连接件是有效的板缝连接形式,板连接件的间隔建议控制在0.75 m以内,梁板连接件的间隔建议控制在1.0 m以内。Abstract: The assembled floor slab that applied in modular assembled high-rise steel structure is a discontinuity slab. As for its assembled slot,assembled slab has an insufficient plane stiffness,which effect its integrity function. To insure the plane stiffness and integrity of assembled slab,three kinds of connectors were designed,i. e. beam connector,slab connector and beam-slab connector. Considering connector types and connector spacing,ABAQUS was used to analyse a failure character of floor slab,bearing capacity,slab slot shear rigidity,stress transmission capacity between slab slot and the slot value of assembled shear slab, to obtain the performance and the force transmission effect of the slab slot. The analysis results show that the connector spacing is the main factor affecting the plane stiffness of assembled slab,just adopting only beam connector cannot control slab slot well,slab connector and beam-slab connector are the effective connections in assembled slab slot. It is suggested that the slab connector spacing and the beam-slab connector spacing should be controlled within 0. 75 m and 1. 0 m respectively.
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