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Volume 52 Issue 9
Sep.  2022
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Article Contents
LIU Xue-chun, MENG Kun. Research on Tensile Bearing Capacity of Joints of Concrete-Filled Square Steel Tubular Columns with Built-in Hooks and Bending Plates[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 138-146. doi: 10.13204/j.gyjzg21072201
Citation: LIU Xue-chun, MENG Kun. Research on Tensile Bearing Capacity of Joints of Concrete-Filled Square Steel Tubular Columns with Built-in Hooks and Bending Plates[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 138-146. doi: 10.13204/j.gyjzg21072201

Research on Tensile Bearing Capacity of Joints of Concrete-Filled Square Steel Tubular Columns with Built-in Hooks and Bending Plates

doi: 10.13204/j.gyjzg21072201
  • Received Date: 2021-07-22
    Available Online: 2023-02-06
  • A new type of column-column connection is proposed, which is composed of upper and lower steel tubular columns, hooks and bending plates. There is no need to weld between the upper and lower columns, which can effectively improve the construction efficiency and shorten the construction period. The tensile tests of nine specimens were carried out, and the load-displacement and load-strain variation laws were analyzed. The design bearing capacity, ductility performance and ultimate bearing capacity of the specimens were obtained. Through parameter analysis, the influence of bending plate thickness, bending plate width, bending plate length, hook length, rebar diameter, bolt and bending plate on the bearing capacity of column-column connection was obtained. According to the test results, some reasonable suggestions were put forward for the practical application of the column-column connections.
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