阅读说明：本技术 一种可拆卸式摩擦弯曲复合型金属阻尼器 (Detachable friction bending composite metal damper ) 是由 邵建华 王凯 王再会 赵超 徐艳 于 2019-07-12 设计创作，主要内容包括：本发明公开了一种可拆卸式摩擦弯曲复合型金属阻尼器,包括第一连接板、第二连接板,第一连接板与第一连接块相连,第一连接块分别与第一连接棒、第二连接棒、第一摩擦板相连,第二连接板与第二连接块相连,第二连接块分别与第三连接棒、第四连接棒、第二摩擦板相连,第一连接板、第一连接棒、第二连接棒、相邻低屈服点钢片围合成的空间设置第一隔断板,第二连接板、第三连接棒、第四连接棒、相邻低屈服点钢片围合成的空间设置第二隔断板,第一摩擦板、第二摩擦板相接触,第一连接板、第二连接板的侧面均设置限位板。本发明具有良好的耗能效果,能够实现分阶段屈服耗能,且拆卸方便,可修复性强。(The invention discloses a detachable friction bending composite metal damper, which comprises a first connecting plate and a second connecting plate, wherein the first connecting plate is connected with a first connecting block, the first connecting block is respectively connected with a first connecting rod, a second connecting rod and a first friction plate, the second connecting plate is connected with a second connecting block, the second connecting block is respectively connected with a third connecting rod, a fourth connecting rod and a second friction plate, a first partition plate is arranged in a space formed by the first connecting plate, the first connecting rod, the second connecting rod and adjacent low-yield-point steel sheets in a surrounding mode, a second partition plate is arranged in a space formed by the second connecting plate, the third connecting rod, the fourth connecting rod and adjacent low-yield-point steel sheets in a surrounding mode, the first friction plate is in contact with the second friction plate, and limiting plates are arranged on the side faces of the first connecting plate and the second connecting plate. The energy-consuming device has a good energy-consuming effect, can realize staged yield energy consumption, is convenient to disassemble, and has strong repairability.)

1. The utility model provides a compound metal damper of detachable friction bending which characterized in that: including first connecting plate (1), second connecting plate (2), first connecting plate (1) links to each other with first connecting block (3), first connecting block (3) link to each other with first connective bar (4), second connective bar (5), first friction plate (6) respectively, second connecting plate (2) link to each other with second connecting block (7), second connecting block (7) link to each other with third connective bar (8), fourth connective bar (9), second friction plate (10) respectively, first connective bar (4), second connective bar (5), third connective bar (8), fourth connective bar (9) all link to each other with a plurality of low yield point steel sheets (11), low yield point steel sheet (11) are about first connecting block (3), second connecting block (7) symmetry setting, first connecting plate (1), first connective bar (4), second connective bar (5), The synthetic space that encloses is enclosed to adjacent low yield point steel sheet (11) sets up first partition panel (12), second connecting plate (2), third connective bar (8), fourth connective bar (9), adjacent low yield point steel sheet (11) enclose synthetic space and set up second partition panel (13), first friction plate (6), second friction plate (10) contact, the side of first connecting plate (1), second connecting plate (2) all sets up limiting plate (14).

2. The detachable friction bending composite metal damper as recited in claim 1, wherein: the contact surfaces of the first friction plate (6) and the second friction plate (10) are sawtooth surfaces.

3. The detachable friction bending composite metal damper as recited in claim 1, wherein: the width of the middle part of the low-yield-point steel sheet (11) is smaller than the widths of the upper end and the lower end.

4. The detachable friction bending composite metal damper as recited in claim 1, wherein: the first connecting block (3) comprises three steps, the first friction plate (6) is connected with the step farthest away from the first connecting plate (1), and the first connecting rod (4) and the second connecting rod (5) are arranged on the step closest to the first connecting plate (1).

5. The detachable friction bending composite metal damper as recited in claim 1, wherein: the second connecting block (7) comprises three steps, the second friction plate (10) is connected with the step farthest from the second connecting plate (2), and the third connecting rod (8) and the fourth connecting rod (9) are arranged on the step closest to the second connecting plate (2).

6. The detachable friction bending composite metal damper as recited in claim 4 or 5, wherein: the first friction plate (6) and the second friction plate (10) are U-shaped.

7. The detachable friction bending composite metal damper as recited in claim 6, wherein: the first friction plate (6) is connected with the first connecting block (3) through a detachable screw, and the second friction plate (10) is connected with the second connecting block (7) through a detachable screw.

8. The detachable friction bending composite metal damper as recited in claim 1, wherein: the first partition plate (12) and the second partition plate (13) are in contact with the limiting plate (14).

9. The detachable friction bending composite metal damper as recited in claim 1, wherein: set up four through-holes (15) on the low yield point steel sheet, link to each other with first connective bar (4), second connective bar (5), third connective bar (8), fourth connective bar (9) respectively, the aperture of through-hole (15) slightly is greater than the cross-sectional width of first connective bar (4), second connective bar (5), third connective bar (8), fourth connective bar (9).

10. The detachable friction bending composite metal damper as recited in claim 1, wherein: the first connecting rod (4), the second connecting rod (5) and the limiting plate (14) are fixedly connected, and the third connecting rod (8), the fourth connecting rod (9) and the limiting plate (14) are fixedly connected.

Technical Field

The invention relates to a metal damper, in particular to a detachable friction bending composite metal damper.

Background

The seismic design of the traditional structure mainly aims to resist the action of strong earthquakes by adjusting the performance of the structure, such as increasing the section size of a beam, a column, a wall and other members to increase the rigidity of the structure, and adopting different measures to adjust the bearing capacity of the structure, change the mass distribution of the structure and the like. However, seismic action is extremely random and highly destructive, making many large and special structures uneconomical to secure under seismic action.

The research and application of civil engineering structure control to date can be generally divided into three broad categories: passive energy consumption and vibration reduction, basic shock isolation, active, semi-active and intelligent control. The passive energy dissipation and vibration reduction technology is characterized in that energy dissipation elements (dampers or energy dissipaters) are arranged in a structure as non-structural components, energy input into the structure by seismic motion is guided to the energy dissipation elements, and the energy dissipation elements perform reciprocating motion to absorb and dissipate energy under the action of the seismic motion, so that the dynamic reaction of a main structure is reduced, and the safety of the main structure is guaranteed. Among them, the metal damper is widely used in building structures because of its low manufacturing cost and excellent energy consumption capability.

However, most metal dampers have single energy consumption mode and cannot meet the requirement of building earthquake resistance under different earthquake grades, most dampers are disposable consumables, and energy consumption capacity of the dampers is reduced or even fails after energy consumption components are damaged, so that the dampers cannot be recycled.

Disclosure of Invention

The purpose of the invention is as follows: the invention aims to provide a detachable friction bending composite metal damper which can realize staged yield energy consumption and repairable combination of a bent steel sheet with low yield point and a friction plate.

The technical scheme is as follows: the invention relates to a detachable friction bending composite metal damper, which comprises a first connecting plate and a second connecting plate, wherein the first connecting plate is connected with a first connecting block, the first connecting block is respectively connected with a first connecting rod, a second connecting rod and a first friction plate, the second connecting plate is connected with a second connecting block, the second connecting block is respectively connected with a third connecting rod, a fourth connecting rod and a second friction plate, the first connecting rod, the second connecting rod, the third connecting rod and the fourth connecting rod are respectively connected with a plurality of low-yield-point steel sheets, the low-yield-point steel sheets are symmetrically arranged relative to the first connecting block and the second connecting block, a first partition plate is arranged in a space surrounded by the first connecting plate, the first connecting rod, the second connecting rod and adjacent low-yield-point steel sheets, a second partition plate is arranged in a space surrounded by the second connecting plate, the third connecting rod, the fourth connecting rod and adjacent low-yield-point steel sheets, leave abundant space and be used for low yield point steel sheet to produce bending deformation when the power consumption, first friction plate, second friction plate contact, the side of first connecting plate, second connecting plate all sets up the limiting plate, and the limiting plate can prevent that the attenuator from producing the horizontal slip that the vibration leads to low yield point steel sheet and partition panel at power consumption in-process.

The contact surface of the first friction plate and the second friction plate is a sawtooth surface. The width of the middle part of the steel sheet with the low yield point is smaller than the widths of the upper end and the lower end. First partition panel, second partition panel all contact with the limiting plate.

The first connecting block comprises three steps, the first friction plate is connected with the step farthest from the first connecting plate, and the first connecting rod and the second connecting rod are arranged on the step closest to the first connecting plate. The second connecting block comprises three steps, the second friction plate is connected with the step which is farthest away from the second connecting plate, and the third connecting rod and the fourth connecting rod are arranged on the step which is closest to the second connecting plate. The first friction plate and the second friction plate are U-shaped. The first friction plate is connected with the first connecting block through a detachable screw, and the second friction plate is connected with the second connecting block through a detachable screw. After the energy consumption is finished, the first friction plate and the second friction plate can be directly taken out by disassembling the screws arranged on the flanges of the first friction plate and the second friction plate.

Set up four through-holes on the low yield point steel sheet, link to each other with first connective bar, second connective bar, third connective bar, fourth connective bar respectively, the aperture of through-hole slightly is greater than the cross-sectional width of first connective bar, second connective bar, third connective bar, fourth connective bar, the low alternate installation of yield point steel sheet of being convenient for. The first connecting rod, the second connecting rod and the limiting plate are fixedly connected, and the third connecting rod, the fourth connecting rod and the limiting plate are fixedly connected.

The working principle is as follows: when the damper is subjected to a small earthquake or wind load transverse horizontal force, the damper can provide horizontal lateral stiffness of the structure through static friction force between the first friction plate and the second friction plate. When the horizontal force is large, the external load borne by the first friction plate and the second friction plate exceeds the maximum static friction force, and the first friction plate and the second friction plate can generate relative sliding and friction, so that energy consumption is realized; at the moment, the steel sheet with low yield point can generate slight bending deformation, but energy is not consumed, and the steel sheet belongs to elastic deformation. When the horizontal force continues to increase, the friction energy consumption between the first friction plate and the second friction plate reaches the limit, the first friction plate and the second friction plate are damaged, and the steel sheet with the low yield point generates larger plastic bending deformation at the moment, starts to enter the yield stage and serves as a main energy consumption part, so that the staged yield energy consumption is realized, and the effects of energy dissipation and shock absorption are achieved.

Has the advantages that: compared with the prior art, the invention has the following remarkable characteristics: the detachable friction bending composite metal damper has a good energy consumption effect, can realize staged yield energy consumption, is convenient to detach, and has strong repairability; the damper performs energy consumption in different stages through two modes, namely friction between the first friction plate and the second friction plate and bending deformation of the low-yield-point steel sheet, achieves staged yield of the damper, and achieves adjustment of the damping capacity of the damper by changing the friction force between the first friction plate and the second friction plate and selecting the low-yield-point steel sheets with different thicknesses and different yield strength grades; the damper is simple in structural mode, and the purpose of repairing the damper can be achieved by replacing damaged core energy consumption components.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a cross-sectional view of the A-A plane of the present invention;

FIG. 3 is a perspective view of the present invention;

fig. 4 is a schematic structural view of the first connecting plate 1 of the present invention;

FIG. 5 is a schematic structural view of the second connecting plate 2 according to the present invention;

fig. 6 is a schematic structural view of the second friction plate 10 according to the present invention;

FIG. 7 is a schematic view showing the structure of the low yield point steel sheet 11 of the present invention.

Detailed Description

The directions shown in the drawings of the specification are up, down, left and right.

As shown in fig. 1 to 3, the replacement of the core energy dissipation member inside the damper does not require the disassembly of the first connecting plate 1 and the second connecting plate 2, so that the first connecting plate 1 and the second connecting plate 2 can be directly fixed to the building by welding; first connective bar 4, the second connective bar 5 that parallel first connecting plate 1 set up to and the third connective bar 8 that parallel second connecting plate 2 set up, fourth connective bar 9, cooperate first partition panel 12, second partition panel 13 to use together, be used for the low yield point steel sheet 11 of installation fixing, first partition panel 12, second partition panel 13 can separate between the low yield point steel sheet 11, leave abundant space and be used for the bending deformation that low yield point steel sheet 11 produced when consuming energy. Threaded holes need to be opened in the end portions of the first connecting rod 4, the second connecting rod 5, the third connecting rod 8 and the fourth connecting rod 9, the rectangular limiting plate 14 is installed, and the limiting plate 14 can prevent the damper from vibrating to cause horizontal sliding of the steel sheet 11 with the low yield point and the first partition plate 12 and the second partition plate 13 in the energy consumption process. Simultaneously, need be at first connecting plate 1, the screw hole is seted up to 2 flanks of second connecting plate, be used for installing rectangle limiting plate 14, limiting plate 14 can prevent first partition panel 12, second partition panel 13 produces longitudinal sliding, and low yield point steel sheet 11 is because of with first connective bar 4, second connective bar 5, third connective bar 8, fourth connective bar 9 directly links to each other, receive first connective bar 4, second connective bar 5, third connective bar 8, the restriction of fourth connective bar 9, so need not with first partition panel 12, second partition panel 13 considers it to take place longitudinal sliding equally. First connecting block 3, second connecting block 7 have guaranteed the abundant contact between first friction plate 6, the second friction plate 10 because of vertical symmetry sets up, and the screw hole that agrees with first connecting block 3, second connecting block 7 mutually is seted up on the edge of a wing of first friction plate 6, second friction plate 10, and after the power consumption, the accessible is dismantled the screw that sets up on the edge of a wing, directly takes out first friction plate 6, second friction plate 10. The thickness of the flange of the first friction plate 6 is larger than that of the web of the first friction plate 6, and the thickness of the flange of the second friction plate 10 is larger than that of the web of the second friction plate 10, so that the damper is prevented from being damaged due to larger deformation of the flanges of the first friction plate 6 and the second friction plate 10 in the energy consumption process. Rectangular through holes 15 need to be opened at the upper and lower both ends of low yield point steel sheet 11, and the area of rectangular through holes 15 is slightly greater than the cross-sectional area of first connective bar 4, second connective bar 5, third connective bar 8, fourth connective bar 9, the interlude installation of the low yield point steel sheet of being convenient for.

As shown in fig. 4, the first connecting plate 1 is integrally connected with the first connecting block 3, the first connecting rod 4 and the second connecting rod 5, and is formed by a mold in one step. As shown in fig. 5, the second connecting plate 2 is fixedly connected with the second connecting block 7, the third connecting rod 8 and the fourth connecting rod 9 into a whole and is formed by a die in one step. As shown in fig. 6, the second friction plate 10 is U-shaped, and a surface contacting the first friction plate 6 is serrated to increase a frictional force between the second friction plate 10 and the first friction plate 6. As shown in FIG. 7, the bending deformation of the low yield point steel sheet 11 is generated during energy consumption, and the width of the cross section of the middle part of the low yield point steel sheet 11 is smaller than the widths of the upper end and the lower end, which is beneficial to the bending energy consumption of the low yield point steel sheet 11.