Multi-stage performance steel frame node

CN119195338AActive Publication Date: 2024-12-27ANHUI UNIVERSITY OF ARCHITECTURE
View PDF 5 Cites 0 Cited by

Patent Information

Application Number
CN202411639610.6
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-11-18
Publication Date
2024-12-27
Estimated Expiration
2044-11-18

Smart Images

  • Figure CN119195338A_ABST
    Figure CN119195338A_ABST
Patent Text Reader

Abstract

The invention discloses a multi-stage performance steel frame joint, and relates to the technical field of steel frame structures. The steel frame joint comprises a hinge connecting piece, a compression-resistant limiting piece and a tensile limiting piece. The hinge connecting piece is used for hinging a long beam and a short beam. The compression-resistant limiting piece is located on the inner side of the joint of the long beam and the short beam, one end of the compression-resistant limiting piece is fixedly connected with the end of the short beam, and a gap is formed between the other end of the compression-resistant limiting piece and the end of the long beam; the tensile limiting pieces are connected to the outer sides of the joints of the long beams and the short beams through bolts. The multi-order performance nodes have obvious bearing capacity and rigidity improvement process after being limited under the action of reciprocating load. Compared with a common recoverable function node, the two hysteretic curves in the energy consumption stage are completely the same, and the difference is obvious during later bearing.
Need to check novelty before this filing date? Find Prior Art

Citation Information

Patent Citations

  • Self-resetting beam column friction energy dissipation joint structure and construction method thereof

    CN109914593A

  • Repairable functional gradient type energy consumption connecting device and beam column joint

    CN111472447A

  • Self-resetting steel structure beam and beam column connecting structure

    CN219060323U

  • Steel frame structure staggered truss node with post-earthquake recoverable function

    CN221168174U

  • Seismic structural device

    US20040010992A1