Friction damping synergistic energy consumption connecting piece

By designing friction-damped energy-dissipating connectors and utilizing the stiffness differences of different energy-dissipating subsystems, the connection stability is enhanced in small earthquakes, and the structural ductility is improved in large earthquakes. This solves the safety problem of the ceiling system under seismic action and achieves a balance between stability in small earthquakes and ductility in large earthquakes.

CN120990415APending Publication Date: 2025-11-21中海佳隆成都房地产开发有限公司
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Patent Information

Application Number
CN202511348050.3
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-09-19
Publication Date
2025-11-21

AI Technical Summary

Technical Problem

Building ceiling systems are prone to joint failure under earthquakes, leading to collapse and casualties. Direct reinforcement can reduce structural ductility, and existing connectors are insufficient to enhance stability in small earthquakes and prevent large-scale damage in large earthquakes.

Method used

Design a friction-damping synergistic energy dissipation connector, including first and second connecting units and connected first and second energy dissipation subsystems. The stiffness of the first energy dissipation subsystem is greater than that of the second energy dissipation subsystem. It dissipates kinetic energy through friction and damping. The first energy dissipation subsystem fails first in small earthquakes, while the second energy dissipation subsystem continues to dissipate kinetic energy in large earthquakes, thereby improving structural ductility.

Benefits of technology

Enhance connection stability in small earthquakes, prevent large-scale damage in large earthquakes, improve structural ductility, avoid sudden collapse, and ensure safety and reliability.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention provides a friction damping synergistic energy consumption connecting piece. One end of a first energy consumption subsystem is connected with a first connecting unit, and the other end of the first energy consumption subsystem is connected with a second connecting unit; one end of the second energy consumption subsystem is connected with the first connecting unit, and the other end is connected with the second connecting unit; the first energy consumption subsystem and the second energy consumption subsystem are both used for consuming kinetic energy from the first connecting unit and / or the second connecting unit when the first connecting unit and / or the second connecting unit moves; the breaking strength of the first energy consumption subsystem is larger than or equal to a first preset threshold value, the breaking strength of the second energy consumption subsystem is larger than or equal to a second preset threshold value, and the first preset threshold value is smaller than the second preset threshold value; the system rigidity of the first energy consumption subsystem is larger than that of the second energy consumption subsystem. According to the invention, the connection stability can be enhanced in small-strength earthquakes, and meanwhile, the structural ductility is enhanced in large-strength earthquakes to prevent large-scale sudden damage.
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Description

TECHNICAL FIELD

[0001] The present application relates to the field of damping energy consumption, in particular to a friction damping cooperative energy consumption connecting piece. BACKGROUND

[0002] Building structures are prone to node damage or even overall collapse under the action of earthquakes, which in turn causes serious secondary disasters. For example, suspended ceiling systems are widely used in various public buildings and industrial buildings. For the "straight hanging plate type" suspended ceiling, once it collapses due to its large self-weight, it is extremely easy to cause casualties. However, direct and simple reinforcement will reduce the structural ductility and cause large-scale sudden damage under the action of larger or multiple earthquakes. Therefore, there is an urgent need for a connecting piece with reasonable structure, significant energy consumption effect and protection of structural ductility to improve the safety and reliability of suspended ceiling systems and other structures under the action of earthquakes. SUMMARY

[0003] The present application aims to provide a high-precision adjustable range fiber Bragg grating friction damping cooperative energy consumption connecting piece, which can enhance the stability of the connection under smaller intensity earthquakes, while enhancing the structural ductility and preventing large-scale sudden damage under larger intensity earthquakes and multiple earthquakes.

[0004] To achieve the above-mentioned purpose, the present application provides a friction damping cooperative energy consumption connecting piece, which comprises a first connecting unit, a second connecting unit, a first energy consumption subsystem and a second energy consumption subsystem; one end of the first energy consumption subsystem is connected with the first connecting unit, and the other end is connected with the second connecting unit; one end of the second energy consumption subsystem is connected with the first connecting unit, and the other end is connected with the second connecting unit; the first energy consumption subsystem and the second energy consumption subsystem are both used to consume the kinetic energy from the first connecting unit and / or the second connecting unit when the first connecting unit and / or the second connecting unit moves; the failure strength of the first energy consumption subsystem is greater than or equal to a first preset threshold, and the failure strength of the second energy consumption subsystem is greater than or equal to a second preset threshold, and the first preset threshold is less than the second preset threshold; the system stiffness of the first energy consumption subsystem is greater than the system stiffness of the second energy consumption subsystem.

[0005] Optionally, the first energy consumption subsystem comprises a connecting plate, a first fastener and a second fastener; one end of the connecting plate is connected with the first connecting unit by the first fastener, and the other end is connected with the second connecting unit by the second fastener.

[0006] Optionally, the first connecting unit is provided with a first sliding slot penetrating through the first connecting unit, and the second connecting unit is provided with a second sliding slot penetrating through the second connecting unit; the connecting plate is provided with a first matching slot penetrating through the connecting plate and matching with the first sliding slot at one end, and provided with a second matching slot penetrating through the connecting plate and matching with the second sliding slot at the other end; the first fastener penetrates through the first sliding slot and the first matching slot, so that the connecting plate and the first connecting unit abut against each other and can relatively move; the second fastener penetrates through the second sliding slot and the second matching slot, so that the connecting plate and the second connecting unit abut against each other and can relatively move.

[0007] Optionally, the connecting plate is provided with a stress concentration groove.

[0008] Optionally, the first fastener and / or the second fastener comprises a nut and a bolt, the nut and the bolt are threadedly connected; the first fastener and / or the second fastener further comprises a sleeve, the sleeve is sleeved on the screw rod of the bolt and can axially slide along the bolt, so that the nut is arranged close to the outer end of the bolt.

[0009] Optionally, the first fastener and / or the second fastener comprises a nut and a bolt, the nut and the bolt are threadedly connected; a first energy consumption member is sleeved on the screw rod of the bolt, so that when the first fastener and / or the second fastener relatively moves with at least one of the connecting plate, the first connecting unit and the second connecting unit, the kinetic energy of the relative movement is consumed.

[0010] Optionally, the second energy consumption subsystem comprises a first fixed rod, a second fixed rod and a damping rod; the first fixed rod is connected with the first connecting unit, and the second fixed rod is connected with the second connecting unit; one end of the damping rod is connected with the first fixed rod, and the other end of the damping rod is connected with the second fixed rod; the damping rod can provide a damping force along the axial direction of the damping rod, so as to consume the kinetic energy from the first connecting unit and / or the second connecting unit when the first connecting unit and / or the second connecting unit moves.

[0011] Optionally, the damping rod comprises an outer tube and an inner tube, the outer tube is sleeved outside the inner tube, and the inner circumferential surface of the outer tube and / or the outer circumferential surface of the inner tube is provided with a damping material.

[0012] Optionally, one end of the damping rod is provided with a first sleeve hole, and the other end of the damping rod is provided with a second sleeve hole; the first fixed rod penetrates through the first sleeve hole, and the second fixed rod penetrates through the second sleeve hole; a second energy consumption member is sleeved on the first fixed rod and / or the second fixed rod, so that the kinetic energy of the damping rod is consumed when the damping rod moves on the first fixed rod and / or the second fixed rod.

[0013] The application also provides a connecting structure, comprising a first component, a second component and the friction damping cooperative energy dissipation connecting piece as described in any one of the above, the first connecting unit is connected with the first component, and the second connecting unit is connected with the second component.

[0014] The friction damping cooperative energy dissipation connecting piece has the following beneficial effects:

[0015] In the application, the system stiffness of the first energy dissipation subsystem is greater than the system stiffness of the second energy dissipation subsystem, so that the overall deformation of the application is small under the action of a small earthquake due to the connection constraint of the first energy dissipation subsystem, and the reinforcement and stability effect in the small earthquake is realized. However, under the fatigue effect of several small earthquakes or the fierce action of a large earthquake, the damage strength of the first energy dissipation subsystem is greater than or equal to a first preset threshold, the damage strength of the second energy dissipation subsystem is greater than or equal to a second preset threshold, and the first preset threshold is less than the second preset threshold. At this time, the first energy dissipation subsystem is damaged first, and the second energy dissipation subsystem starts to dissipate energy, and continues to consume the kinetic energy from the first connecting unit and / or the second connecting unit. At this time, the second energy dissipation subsystem can improve the ductility of the structure and avoid large-scale sudden damage. In summary, the application can enhance the connection stability in a small intensity earthquake, and at the same time, enhance the structural ductility in a large intensity earthquake and multiple earthquakes to prevent large-scale sudden damage. BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1 The structural schematic view of the friction damping cooperative energy dissipation connecting piece provided by an embodiment of the application is shown.

[0017] Figure 2 The structural schematic view of the damping rod provided by an embodiment of the application is shown.

[0018] Figure 3 The structural schematic view of the friction damping cooperative energy dissipation connecting piece provided by an embodiment of the application is shown.

[0019] In the drawings, the reference signs are as follows:

[0020] 01-First connecting unit; 02-Second connecting unit; 010-First sliding groove; 020-Second sliding groove; 10-Connecting plate; 100-Stress concentration groove; 11-Bolt; 12-Nut; 13-First energy dissipation piece; 21-Damping rod; 22-First fixed rod; 23-Second fixed rod; 24-Second energy dissipation piece;

[0021] 210-Outer tube; 211-Inner tube; 2101-Damping material; 2111-Damping material; 2100-First sleeve hole; 2110-Second sleeve hole;

[0022] 1 - first member; 2 - second member; 3 - friction damping collaborative energy dissipation connector provided by the present application; 4 - suspender. DETAILED DESCRIPTION

[0023] To make the objects, advantages and features of the present application more clearly, the following further describes the present application in conjunction with the drawings and specific embodiments. It should be noted that the drawings are all very simplified and not drawn in proportion, and are only used to facilitate and clearly assist the purpose of describing the embodiments of the present application. In addition, the structures shown in the drawings are often a part of the actual structures. In particular, the emphasis shown in each drawing is different, and sometimes different proportions are used.

[0024] It should be understood that when an element or layer is referred to as being "on", "connected to" or "coupled to" another element or layer, it can be directly on, connected or coupled to the other element or layer, or intervening elements or layers can be present. In contrast, when an element is referred to as being "directly on", "directly connected to" or "directly coupled to" another element or layer, then there are no intervening elements or layers present. Although the terms first, second, third, etc. can be used herein to describe various elements, components, regions, layers and / or sections, these elements, components, regions, layers and / or sections should not be limited by these terms. These terms are only used to distinguish one element, component, region, layer or section from another element, component, region, layer or section. Thus, a first element, component, region, layer or section discussed below could be termed a second element, component, region, layer or section without departing from the teachings of the present application. Spatially relative terms such as "beneath", "below", "lower", "above", "upper", and the like can be used herein for ease of description to describe one element or feature's relationship to another element(s) or feature(s) as illustrated in the figures. It will be understood that the spatially relative terms are intended to encompass different orientations of the device in use and / or operation in addition to the orientations depicted in the figures. For example, if a device in the figures is turned over, elements described as "below" or "beneath" other elements or features would then be oriented "above" or "over" the other elements or features. The device can be otherwise oriented (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly. The terms of degree such as "substantially", "approximately", and the like, used in the description herein can allow for a degree of variability in a given description that should be understood in terms of the description and examples provided herein. The terms of degree should not be interpreted as necessarily limiting the description. The terms "comprises", "comprising", "includes", "including", and the like, used herein are specifically intended to be interpreted as including the stated features, steps, operations, elements, and / or components but not precluding the addition of one or more other features, steps, operations, elements, components, and / or groups thereof. The term "and / or" as used herein encompasses any and all combinations of one or more of the associated listed items.

[0025] The present application aims to provide a friction damping and energy dissipation connecting piece, which can enhance the stability of the connection in a small intensity earthquake, and enhance the ductility of the structure to prevent large-scale sudden damage in a large intensity earthquake and multiple earthquakes.

[0026] To achieve the above-mentioned purpose, please refer to Figure 1 , Figure 1 The structure diagram of the friction damping and energy dissipation connecting piece provided by an embodiment of the present application is shown in the figure. Figure 1 The present application provides a friction damping and energy dissipation connecting piece, which comprises a first connecting unit 01, a second connecting unit 02, a first energy dissipation subsystem and a second energy dissipation subsystem; one end of the first energy dissipation subsystem is connected with the first connecting unit 01, and the other end is connected with the second connecting unit 02; one end of the second energy dissipation subsystem is connected with the first connecting unit 01, and the other end is connected with the second connecting unit 02; the first energy dissipation subsystem and the second energy dissipation subsystem are both used to consume the kinetic energy from the first connecting unit 01 and / or the second connecting unit 02 when the first connecting unit 01 and / or the second connecting unit 02 moves; the breaking strength of the first energy dissipation subsystem is greater than or equal to a first preset threshold, the breaking strength of the second energy dissipation subsystem is greater than or equal to a second preset threshold, and the first preset threshold is smaller than the second preset threshold; the system stiffness of the first energy dissipation subsystem is greater than the system stiffness of the second energy dissipation subsystem.

[0027] Since the system stiffness of the first energy dissipation subsystem is greater than the system stiffness of the second energy dissipation subsystem, the overall deformation of the present application is small due to the connection constraint of the first energy dissipation subsystem in a small earthquake, thereby achieving the reinforcing and stabilizing effect in a small earthquake. However, under the fatigue effect of several small earthquakes or the fierce action of a large earthquake, since the breaking strength of the first energy dissipation subsystem is greater than or equal to the first preset threshold, the breaking strength of the second energy dissipation subsystem is greater than or equal to the second preset threshold, and the first preset threshold is smaller than the second preset threshold. The scenario corresponding to the first preset threshold is a preset small earthquake intensity, at this time, the first energy dissipation subsystem is damaged first, and the second energy dissipation subsystem starts to dissipate energy and continues to consume the kinetic energy from the first connecting unit 01 and / or the second connecting unit 02. At this time, the second energy dissipation subsystem can improve the ductility of the structure to avoid large-scale sudden damage. In summary, the present application can enhance the stability of the connection in a small intensity earthquake, and enhance the ductility of the structure to prevent large-scale sudden damage in a large intensity earthquake and multiple earthquakes.

[0028] Please continue to refer to Figure 1, specifically, the first energy dissipation subsystem includes a connecting plate 10, a first fastener and a second fastener; one end of the connecting plate 10 is connected with the first connecting unit 01 by the first fastener, and the other end is connected with the second connecting unit 02 by the second fastener. In an exemplary embodiment, the first connecting unit 01 is provided with a first sliding groove 010 penetrating through itself, and the second connecting unit 02 is provided with a second sliding groove 020 penetrating through itself; one end of the connecting plate 10 is provided with a first adaptive groove penetrating through itself and matching with the first sliding groove 010, and the other end is provided with a second adaptive groove penetrating through itself and matching with the second sliding groove 020; the first fastener penetrates through the first sliding groove 010 and the first adaptive groove, so that the connecting plate 10 and the first connecting unit 01 abut against each other and can move relatively; the second fastener penetrates through the second sliding groove 020 and the second adaptive groove, so that the connecting plate 10 and the second connecting unit 02 abut against each other and can move relatively. In this way, the first energy dissipation subsystem realizes energy dissipation by utilizing the friction between the connecting plate 10, the first connecting unit 01 and the second connecting unit 02.

[0029] In order to make the first energy dissipation subsystem break down preferentially to the second energy dissipation subsystem, the connecting plate 10 should be provided with a stress concentration groove 100. The stress concentration groove 100 can be arranged on the part of the connecting plate 10 between the first connecting unit 01 and the second connecting unit 02, which can be a groove penetrating through both sides of the connecting plate 10 by thinning the part, or a through groove penetrating through both sides of the connecting plate 10 by punching a hole in the area, so as to make the connecting plate 10 break down at the stress concentration groove 100 preferentially by utilizing the stress concentration principle. It should be noted that the breaking strength corresponding to the breaking of the stress concentration groove 100 is the breaking strength of the first energy dissipation subsystem, that is, once the first energy dissipation subsystem loses the constraint ability due to breaking, the strength is the breaking strength of the first energy dissipation subsystem.

[0030] In addition to utilizing the stress concentration principle to make the first energy dissipation subsystem break down preferentially, the fatigue loosening of the screw thread can also be utilized. Based on this, the present application further provides the following technical solutions: the first fastener and / or the second fastener includes a nut 12 and a bolt 11, and the nut 12 and the bolt 11 are threadedly connected; the first fastener and / or the second fastener further includes a sleeve (not shown in the figure), which is sleeved on the outer rod of the bolt 11 and can slide axially along the bolt 11, so that the nut 12 is arranged close to the outer end of the bolt 11. When subjected to multiple or large earthquakes, the nut 12 will gradually loosen, and since it is arranged close to the outer end of the bolt 11, i.e. the free end, the nut 12 will fall off, resulting in the disassembly and breaking of the entire first energy dissipation subsystem.

[0031] Please continue to refer to Figure 1 , the second energy dissipation subsystem comprises a first fixed rod 22, a second fixed rod 23 and a damping rod 21; the first fixed rod 22 is connected with the first connecting unit 01, and the second fixed rod 23 is connected with the second connecting unit 02; one end of the damping rod 21 is connected with the first fixed rod 22, and the other end is connected with the second fixed rod 23; the damping rod 21 can provide a damping force along the axial direction of the damping rod 21 to consume the kinetic energy from the first connecting unit 01 and / or the second connecting unit 02 when the first connecting unit 01 and / or the second connecting unit 02 moves. In this way, when the seismic action occurs, part of the kinetic energy is converted into the axial release along the damping rod 21, and at this time the damping force along the axial direction of the damping rod 21 is consumed by using the damping force along the axial direction of the damping rod 21.

[0032] Please refer to Figure 2 , the damping force of the damping rod 21 can be achieved by the following setting: the damping rod 21 comprises an outer tube 210 and an inner tube 211, the outer tube 210 is sleeved outside the inner tube 211, and the inner circumferential surface of the outer tube 210 and / or the outer circumferential surface of the inner tube 211 is provided with damping material (see 2101 and 2111 in Figure 2 It should be noted here that the damping material in this setting can make the damping rod 21 provide a damping force along the axial direction of the damping rod 21, and if part of the kinetic energy is converted into a force that twists the damping rod 21 when the seismic action occurs, the damping material can still provide a damping force in the twisting direction by the mutual twisting of the inner tube 211 and the outer tube 210, which will not be described here.

[0033] Please refer to Figure 1 Further, the damping force of the damping rod 21 under the bending rotation condition should also be considered, and based on this, the following setting is made: one end of the damping rod 21 is provided with a first sleeve hole 2100, and the other end is provided with a second sleeve hole 2110; the first fixed rod 22 penetrates through the first sleeve hole 2100, and the second fixed rod 23 penetrates through the second sleeve hole 2110; a second energy dissipation piece 24 is sleeved on the first fixed rod 22 and / or the second fixed rod 23, so that when the damping rod 21 moves on the first fixed rod 22 and / or the second fixed rod 23, the kinetic energy of the damping rod 21 is consumed. The second energy dissipation piece 24 can be an elastic piece or other energy dissipation piece that can provide a damping force. It should be understood that nuts 12 can also be further sleeved on the first fixed rod 22 and the second fixed rod 23 to limit the spatial range of the damping rod 21, which will not be described here.

[0034] In conclusion, the present application considers the damping energy consumption of the damping rod 21 in various motion states. When the damping rod 21 is extended and retracted along the axial direction of the damping rod 21 (the first connecting unit 01 and the second connecting unit 02 repeatedly approach and move away from each other), the axial relative motion of the inner tube 211 and the outer tube 210 can be used to provide damping force. When the damping rod 21 is twisted due to the oscillation of both ends of the damping rod 21 around the axial line of the damping rod 21 (the first connecting unit 01 and the second connecting unit 02 are twisted relative to each other), the inner tube 211 and the outer tube 210 use relative twisting to provide damping force. When the damping rod 21 rotates in the plane determined by the axial line of the damping rod 21 and the axial line of the first fixed rod 22 or the axial line of the second fixed rod 23 (the first connecting unit 01 and the second connecting unit 02 move up and down relative to each other), the second energy consumption part 24 can be set as an elastic part or a flexible part that can abut against the side of the damping rod 21 to provide damping force. When the first fixed rod 22 rotates around the axial line of the first fixed rod 22 or the second fixed rod 23 (the first connecting unit 01 and the second connecting unit 02 move horizontally relative to each other), the second energy consumption part 24 can be set as a torsional spring or a friction layer that rubs against the inner wall of the first sleeve hole 2100 or the second sleeve hole 2110 to provide damping force.

[0035] Similarly, the first energy consumption subsystem can also be optimized in a similar manner. Based on this, the present application is provided as follows: the first fastener and / or the second fastener includes a nut 12 and a bolt 11, and the nut 12 and the bolt 11 are threadedly connected; a first energy consumption part 13 is sleeved on the shank of the bolt 11, so that when the first fastener and / or the second fastener and at least one of the connecting plate 10, the first connecting unit 01 and the second connecting unit 02 move relative to each other, the kinetic energy of the relative motion is consumed. The first energy consumption part 13 can also be an elastic part abutting against the surface of the connecting plate 10 to handle the rotation of the connecting plate 10 in the plane of the axial line of the bolt 11, or the first energy consumption part 13 can also be a torsional spring or a friction part to provide damping force when the connecting plate 10 rotates around the axial line of the bolt 11.

[0036] Please refer to Figure 3 , Figure 3 The friction damping cooperative energy consumption connecting piece provided by an embodiment of the present application is applied to a structural schematic view of structural connection. As shown in Figure 3As shown, the application also provides a connection structure, comprising a first component 1, a second component 2 and the friction damping cooperative energy dissipation connecting piece 3 as described in any of the above, the first connecting unit 01 is connected with the first component 1, and the second connecting unit 02 is connected with the second component 2. Since the connection structure comprises the friction damping cooperative energy dissipation connecting piece 3, the connection structure can enhance the connection stability under small intensity earthquake, and enhance the structure ductility to prevent large-scale sudden damage under large intensity earthquake and multiple earthquakes. In an exemplary embodiment, the first component 1 and the second component 2 are suspended ceilings, which are connected with the top of the floor by a hanger 4.

[0037] It should also be noted that although the application has been disclosed with the preferred embodiments as above, the above embodiments are not intended to limit the application. For any skilled person in the art, many possible changes and modifications or equivalent embodiments of the above disclosed technical content can be made to the technical solution of the application without departing from the scope of the technical solution of the application. Therefore, any simple modification, equivalent change and modification of the above embodiments made according to the technical essence of the application without departing from the content of the technical solution of the application, all still belong to the protection scope of the technical solution of the application.

[0038] It should also be understood that, unless specifically described or indicated, the terms "first", "second", "third" and the like in the specification are merely used to distinguish different components, elements, steps and the like in the specification, and are not intended to represent a logical relationship or sequence relationship between the components, elements, steps and the like.

[0039] In addition, it should be recognized that the terms described herein are merely used to describe specific embodiments, and are not intended to limit the scope of the application. It should be noted that the singular forms "a" and "an" and "the" as used in the specification and the appended claims include plural references unless the context clearly indicates to the contrary. For example, a reference to "a step" or "a means" means a reference to one or more steps or means, and can include sub-steps and sub-means. All conjunctions used should be interpreted in the broadest sense. In addition, the word "or" should be interpreted as having the logical "or" definition, rather than the logical "exclusive or" definition, unless the context clearly indicates to the contrary. In addition, the implementation of the embodiments of the application can include manually, automatically or a combination of performing selected tasks.

Claims

1. A friction-damping synergistic energy dissipation connector, characterized in that, It includes a first connection unit, a second connection unit, a first energy-consuming subsystem, and a second energy-consuming subsystem; One end of the first energy-consuming subsystem is connected to the first connection unit, and the other end is connected to the second connection unit; One end of the second energy-consuming subsystem is connected to the first connection unit, and the other end is connected to the second connection unit; Both the first energy-consuming subsystem and the second energy-consuming subsystem are used to consume the kinetic energy from the first connection unit and / or the second connection unit when the first connection unit and / or the second connection unit is in motion; The destructive intensity of the first energy-consuming subsystem is greater than or equal to the first preset threshold, the destructive intensity of the second energy-consuming subsystem is greater than or equal to the second preset threshold, and the first preset threshold is less than the second preset threshold. The system stiffness of the first energy-consuming subsystem is greater than that of the second energy-consuming subsystem.

2. The friction damping synergistic energy dissipation connector as described in claim 1, characterized in that, The first energy-consuming subsystem includes a connecting plate, a first fastener, and a second fastener; One end of the connecting plate is connected to the first connecting unit using the first fastener, and the other end is connected to the second connecting unit using the second fastener.

3. The friction damping synergistic energy dissipation connector as described in claim 2, characterized in that, The first connecting unit has a first sliding groove that passes through itself, and the second connecting unit has a second sliding groove that passes through itself; The connecting plate has a first adapter groove that passes through itself and is adapted to the first sliding groove at one end, and a second adapter groove that passes through itself and is adapted to the second sliding groove at the other end. The first fastener passes through the first slide groove and the first adapter groove, so that the connecting plate and the first connecting unit abut against each other and can move relative to each other; The second fastener passes through the second slide groove and the second adapter groove so that the connecting plate and the second connecting unit abut against each other and can move relative to each other.

4. The friction damping synergistic energy dissipation connector as described in claim 2, characterized in that, The connecting plate is provided with stress concentration grooves.

5. The friction damping synergistic energy dissipation connector as described in claim 2, characterized in that, The first fastener and / or the second fastener includes a nut and a bolt, wherein the nut and the bolt are threaded together; The first fastener and / or the second fastener further includes a sleeve, which is fitted over the thread of the bolt and is slidable along the bolt axial direction so that the nut is positioned close to the outer end of the bolt.

6. The friction damping synergistic energy dissipation connector as described in claim 2, characterized in that, The first fastener and / or the second fastener includes a nut and a bolt, wherein the nut and the bolt are threaded together; A first energy-consuming component is fitted onto the bolt's thread to consume the kinetic energy of the relative motion when the first fastener and / or the second fastener move relative to at least one of the connecting plate, the first connecting unit, and the second connecting unit.

7. The friction damping synergistic energy dissipation connector as described in claim 1, characterized in that, The second energy-dissipating subsystem includes a first fixed rod, a second fixed rod, and a damping rod; The first fixing rod is connected to the first connecting unit, and the second fixing rod is connected to the second connecting unit; One end of the damping rod is connected to the first fixed rod, and the other end is connected to the second fixed rod; The damping rod can provide a damping force along its own axis to dissipate the kinetic energy from the first connecting unit and / or the second connecting unit when the first connecting unit and / or the second connecting unit moves.

8. The friction damping synergistic energy dissipation connector as described in claim 7, characterized in that, The damping rod includes an outer tube and an inner tube, with the outer tube sleeved over the inner tube, and damping material provided on the inner circumferential surface of the outer tube and / or the outer circumferential surface of the inner tube.

9. The friction damping synergistic energy dissipation connector as described in claim 7, characterized in that, The damping rod has a first set of holes at one end and a second set of holes at the other end; The first fixing rod passes through the first sleeve hole, and the second fixing rod passes through the second sleeve hole; A second energy-dissipating component is fitted onto the first fixed rod and / or the second fixed rod so that the damping rod consumes the kinetic energy of the damping rod when it moves on the first fixed rod and / or the second fixed rod.

10. A connection structure, characterized in that, It includes a first component, a second component, and a friction damping co-energy dissipation connector as described in any one of claims 1 to 9, wherein the first connecting unit is connected to the first component, and the second connecting unit is connected to the second component.