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Design method of a prestressed fabricated steel frame friction damping structure system

A steel frame, prestressed technology, applied in design optimization/simulation, earthquake resistance, building components, etc., can solve problems such as poor energy consumption performance and difficult construction of connection nodes

Active Publication Date: 2020-10-09
CHINA AVIATION PLANNING & DESIGN INST GRP
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  • Application Information

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Problems solved by technology

[0003] The purpose of the present invention is to provide a design method for a prestressed assembled steel frame friction damping structure system, to solve the technical problems of poor energy dissipation performance of the traditional assembled structural steel column connection structure and difficult construction of connection nodes

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  • Design method of a prestressed fabricated steel frame friction damping structure system
  • Design method of a prestressed fabricated steel frame friction damping structure system
  • Design method of a prestressed fabricated steel frame friction damping structure system

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Embodiment Construction

[0100] Such as Figure 1-14 As shown, this prestressed assembled steel frame friction damping structure system includes at least two layers of steel frame structures, and the adjacent two layers of steel frame structures are disconnected at the connection between the upper steel column 1 and the lower floor 3; each The steel frame structure of the first floor includes steel columns 1, steel beams 2 and floor slabs 3; among them, there is a group of steel columns 1 arranged at intervals along the horizontal and vertical intervals of the steel frame structure; there is a group of steel beams 2, which are correspondingly connected in the horizontal direction Between the top of the vertically adjacent steel column 1; the floor 3 is set on the top of a group of steel beams 2; the bottom connecting plate 4 is set at the bottom of the steel column 1 of the upper steel frame structure; the bottom connecting plate 4 is spaced A first connection hole 5 is provided; a top connection plat...

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Abstract

A prestressed assembly type steel frame friction damping structure system and a design method thereof comprise at least two layers of steel frame structures, wherein adjacent steel frame structures are disconnected at the joint of an upper-layer column and a lower-layer floor slab; the adjacent steel frame structures are connected in a sliding manner through a bidirectional sliding friction connecting device; the bidirectional sliding friction connecting device comprises an upper C-shaped plate, a lower C-shaped plate, a friction plate and a connecting piece; the plate surface of the upper C-shaped plate is provided with a first transverse strip hole; the plate surface of the lower C-shaped plate is provided with a first longitudinal strip hole; the upper C-shaped plate and the lower C-shaped plate are mutually inserted and connected with the connecting pieces in the corresponding first longitudinal strip holes through the first transverse strip holes; the upper C-shaped plate is connected with a bottom connecting plate; the lower C-shaped plate is connected with a top connecting plate; and friction plates are arranged between a first top plate and a second top plate, between a second top plate and a first bottom plate and between the first bottom plate and a second bottom plate. The prestressed assembly type steel frame friction damping structure system solves the technical problems of poor energy consumption performance and difficult construction of connecting joints of the traditional assembly type structural steel column connecting structure.

Description

technical field [0001] The invention belongs to the technical field of structural engineering, in particular to a design method of a prestressed assembled steel frame friction damping structural system. Background technique [0002] Prefabricated steel structure buildings refer to prefabricated buildings whose main structure is composed of steel components and assembled on site by prefabricated parts. The integration of interior decoration systems, as well as the process of planning, design, production and construction integration, and finally efficient and reliable assembly on the construction site, and the realization of a building that integrates building envelope, main structure, and electromechanical decoration, embodies the idea of ​​​​green buildings , is the development direction of modern architecture. In the traditional prefabricated structural system, the steel column connection structure is generally connected by welding or bolts; the connection nodes are rigid,...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/00E04B1/24E04B1/58E04B1/98E04H9/02G06F30/13G06F30/23
CPCE04B1/00E04B1/24E04B1/2403E04B1/98E04B2001/2406E04B2001/2415E04B2001/2418E04B2001/246E04H9/022E04H9/024
Inventor 葛家琪张国军刘鑫刚刘金泰黄威振朱鸿钧
Owner CHINA AVIATION PLANNING & DESIGN INST GRP
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