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A steel pipe friction composite damper

A technology of composite damping and steel pipes, which is applied in the direction of building types, buildings, building components, etc., can solve the problems of poor durability, low cost performance, high material requirements, etc., and achieve easy industrial production, clear force mechanism and wide application range Effect

Active Publication Date: 2020-07-10
KUNMING UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Among them, the speed-related damper has high cost and poor durability, which leads to its low cost performance; among the displacement dampers, the mild steel damper has stable performance and is less affected by environmental factors, but has higher requirements for machining and welding. This kind of damper is mostly made of steel with low yield point, which has high requirements on materials, and it is often replaced due to excessive plastic deformation after earthquakes, and it cannot be recycled, which is not conducive to energy saving and environmental protection
[0004] Due to the frequent occurrence of domestic earthquakes in recent years, the survey of earthquake damage found that houses in villages and towns were most damaged, and the lack of anti-seismic fortification capacity of houses in villages and towns was the ultimate reason. The high cost of mature energy-consuming products was not conducive to the widespread application of houses in villages and towns. Therefore, the development of low-cost dampers that can be applied to residential buildings in villages and towns has become a key issue in improving the seismic fortification capacity of residential buildings in villages and towns.

Method used

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  • A steel pipe friction composite damper
  • A steel pipe friction composite damper
  • A steel pipe friction composite damper

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0027] Embodiment 1: as Figure 1~3 As shown, the steel pipe friction composite damper includes two damping parts, the two damping parts have the same structure, and each damping part includes a connecting plate 1, a rubber block 1-1, an outer steel pipe 2, an inner steel pipe 3, and an outer steel pipe Friction material 4-1, inner steel pipe friction material 4-2, flange plate Ⅰ5, 8 bolts Ⅰ6-1, 8 bolts Ⅱ6-2, concrete cavity 7, through hole Ⅰ8, through hole Ⅱ9, cavity 10, method Lanban II 11;

[0028] One end of the outer steel pipe 2 is connected to the flange plate II11, the connecting plate 1 is connected to the flange plate II11 through 8 bolts I6-1, the inner steel pipe 3 is installed inside the outer steel pipe 2, and the outer steel pipe 2 , the inner steel pipe 3 are variable-section steel pipes, the outer diameters of the outer steel pipe 2 and the inner steel pipe 3 are successively reduced from one end to the other, and the large outer diameter end of the inner ste...

Embodiment 2

[0034] Embodiment 2: The structure of this embodiment is the same as that of Embodiment 1, except that the outer steel pipe friction material 4-1 is NAO type friction material, and the inner steel pipe friction material 4-2 is rubber.

[0035] When the damper of the present invention is assembled, a damping part is first assembled arbitrarily, and the end of the inner steel pipe 3 with a smaller diameter can be penetrated from the end with a larger diameter of the outer steel pipe 2, and then the circular rubber block 1-1 is installed, and then the The connecting plate 1 and the flange plate Ⅱ11 are connected with 8 bolts Ⅱ6-2, and the 8 bolts Ⅱ6-2 are tightened, and then another damping part is assembled, and finally the two flange plates Ⅰ5 of the two damping parts are passed through 8 Bolt Ⅱ6-2 is fixedly connected, and then the inner steel pipe 3 is pulled out for a certain distance along the axial direction of the damper, so that the inner steel pipe 3 and the outer steel ...

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Abstract

The invention discloses a steel pipe friction composite damper. The steel pipe friction composite damper comprises two damping components. The two damping components are of the same structure. Each damping component comprises a connecting plate, a rubber block, an outer steel pipe, an inner steel pipe, an outer steel pipe friction material, an inner steel pipe friction material, a first flange plate I, more than one bolt I, more than one bolt II, a concrete cavity, a through hole I, a through hole II, a cavity, a flange pate II. The damper is arranged in a construction structure, under actionof an earthquake, deformation between floors of a building enables relative dislocation of the inner steel pipe and the outer steel pipe in the damper to occur, through friction energy dissipation andrubber compression and deformation between the inner and outer steel pipes, the aim of dissipating earthquake energy is achieved. Under action of the earthquake, working performance can be adjusted automatically based on inter-floor deformation of the structure. The structure is simple, the force mechanism is clear, and energy dissipation performance is high. Application in multi-story buildingsand high-rise buildings is achieved, application in village house engineering is achieved, and therefore application range is wide.

Description

technical field [0001] The invention relates to a steel pipe friction composite damper, which belongs to the technical field of building energy dissipation and shock absorption. Background technique [0002] Earthquake is a very serious natural disaster. During the earthquake, the surface buildings will move sideways and twist and deform. When the earthquake is relatively strong, they may even collapse, causing huge economic losses and casualties. In order to reduce earthquake disasters in buildings, energy dissipation technology has received extensive attention. [0003] According to the mechanism of energy consumption, the damper is divided into two categories: velocity-dependent type and displacement-dependent type. Among them, the speed-related damper has high cost and poor durability, which leads to its low cost performance; among the displacement dampers, the mild steel damper has stable performance and is less affected by environmental factors, but has higher require...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04H9/02E04B1/98
CPCE04H9/021
Inventor 何颖成陶忠胡兴国陶燕田毅
Owner KUNMING UNIV OF SCI & TECH
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