臧旭磊,朱张峰
臧旭磊,朱张峰.装配式混凝土剪力墙结构节点连接形式发展现状[J].混凝土与水泥制品,2017(9):51-55.
ZANG X L, ZHU Z F.Development Status of Joint Connections Forms for Precast Concrete Shear Wall Structure[J].China Concrete and Cement Products,2017(9):51-55.
装配式混凝土剪力墙结构节点连接形式发展现状
臧旭磊,朱张峰
臧旭磊,朱张峰.装配式混凝土剪力墙结构节点连接形式发展现状[J].混凝土与水泥制品,2017(9):51-55.
ZANG X L, ZHU Z F.Development Status of Joint Connections Forms for Precast Concrete Shear Wall Structure[J].China Concrete and Cement Products,2017(9):51-55.
摘 要:大力发展装配式混凝土剪力墙结构有利于推进我国的建筑工业化和住宅产业化。连接节点将预制剪力墙构件在纵向上连接成为整体,节点的受力性能对装配式剪力墙结构的抗震性能至关重要。因而研发构造简单、传力可靠的新型连接节点,对于推进装配式混凝土剪力墙结构体系在我国的发展和应用就显得尤为重要。本文在概述国内装配式混凝土剪力墙结构体系发展现状的基础上,归纳了目前应用较多的装配式混凝土剪力墙结构水平节点研究成果。
Abstract: The construction industrialization and housing industrialization in China will be greatly promoted under the great development of precast concrete shear wall structure systems. The mechanical behavior of nodes through which connect the precast concrete shear wall components to be a whole on vertical have great impact on the seismic behavior of the precast concrete shear wall structures. It is particularly important to research and develop new type of nodes with simple structure and reliable force transmission performance for promoting the development and application of precast concrete shear wall structure systems in China. Induction on research results of the widely used horizontal connection nodes of precast concrete shear wall structure systems are based on the summary of the development status of domestic precast concrete shear wall structure systems.
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