Axial deformation conversion damping energy dissipation mechanism

Abstract

The present invention provides an axial deformation conversion damping energy dissipation mechanism, which is arranged on a building structure and is characterized in that it comprises: two groups of connecting rod units; two anchor plate groups, which are rotatably arranged at one end of the two groups of connecting rod units, and are used to connect the two groups of connecting rod units with the building structure; a damping part, which comprises a fixed unit and an energy dissipation unit, wherein the fixed unit is used to be connected to the other end of the two groups of connecting rod units away from the anchor plate group, and the energy dissipation unit is arranged on the fixed unit, and is used to provide damping for the building structure. The axial deformation conversion damping energy dissipation mechanism provided by the present invention has the characteristics of simple structure and high overall rigidity, and can be applied to large-scale building structures.

Description

Technical Field

[0001] The invention relates to the field of building shock absorption and protection, and in particular to an axial deformation conversion type damping and energy dissipation mechanism. Background Art

[0002] The geometric dimensions of large-scale structures, such as high-rise and super-high-rise structures and long-span spatial structures, are rapidly increasing. In recent years, large-scale civil structures have become increasingly common in engineering practice. To ensure the safety and functional continuity of these structures under the dynamic forces of disasters such as earthquakes and strong winds, high-performance energy dissipation and vibration reduction technologies are being employed in the structural design of large buildings.

[0003] To ensure that the energy dissipation components in energy dissipation and shock absorption technology exhibit greater deformation during loading, thereby providing higher additional damping for the main structure, the connectors in the energy dissipation and shock absorption components must have great stiffness. To increase the deformation amplitude of the energy dissipation elements in the energy dissipation components and improve their additional damping efficiency, existing technologies include: lever-type deformation amplification technology, elbow-type deformation amplification technology, and gear-type deformation amplification technology. However, lever-type deformation amplification technology, elbow-type deformation amplification technology, and gear-type deformation amplification technology are only applicable to medium and small-scale building structures, and are generally used in inter-layer energy dissipation and shock absorption scenarios in multi-story building structures. Summary of the Invention

[0004] The present invention is made to solve the above-mentioned problems, and its purpose is to provide an axial deformation conversion damping energy dissipation mechanism. To this end, the following technical solutions are provided.

[0005] The present invention provides an axial deformation conversion damping and energy dissipation mechanism for being arranged on a building structure, having the following characteristics: comprising: two groups of connecting rod units; two anchor plate groups, rotatably arranged at one end of the two groups of connecting rod units, for connecting the two groups of connecting rod units to the building structure; a damping part, comprising a fixing unit and an energy dissipation unit, the fixing unit being used to be connected to the other end of the two groups of connecting rod units away from the anchor plate group, and the energy dissipation unit being arranged on the fixing unit, for providing damping for the building structure.

[0006] In the axial deformation conversion damping energy dissipation mechanism provided by the present invention, it can also have the following characteristics: wherein, the fixing unit includes three cross-hinged beams, the cross-hinged beams have two first flanges and two second flanges, each first flange is perpendicular to the two second flanges, the first flange is used to connect the energy dissipation unit, and the second flange is used to connect the connecting rod unit.

[0007] The axial deformation conversion damping energy dissipation mechanism provided by the present invention may also have the following features: a first through hole is provided on the first flange, the energy dissipation unit includes three dampers, and both ends of the damper are provided with connecting holes that are adapted to the first through hole. The damper is passed through the first through hole and the connecting hole by bolts that are adapted to the first through hole, thereby being rotatably connected to the first flanges of the two cross-hinged beams. The three dampers and the three cross-hinged beams are connected in a triangle, the dampers are located on the three sides of the triangle, and the cross-hinged beams are located at the three end points of the triangle.

[0008] The axial deformation conversion type damping and energy dissipation mechanism provided by the present invention may also have the following feature: wherein the damper is an oil damper.

[0009] In the axial deformation conversion damping and energy dissipation mechanism provided by the present invention, it can also have the following characteristics: a second through hole is opened on the second flange, and the two groups of connecting rod units each include three connecting rods, and a first rotation hole and a second rotation hole are opened at both ends of the connecting rod respectively, and the first rotation hole is adapted to the second through hole. The six connecting rods are all passed through the second through hole and the first rotation hole by bolts adapted to the second through hole, so as to be rotatably connected to the six second flanges, and the second rotation hole is used to connect to the anchor plate group.

[0010] In the axial deformation conversion damping and energy dissipation mechanism provided by the present invention, it can also have the following characteristics: wherein, the anchor plate group includes an anchor plate and three connecting plates, the anchor plate is arranged on the building structure, the three connecting plates are all vertically arranged on one side plate surface of the anchor plate, and a third through hole adapted to the second rotation hole is opened on the connecting plate, and the connecting plate is penetrated through the second rotation hole and the third through hole by a bolt adapted to the second rotation hole, thereby being rotatably connected to the connecting rod.

[0011] The axial deformation conversion type damping and energy dissipation mechanism provided by the present invention may also have the following feature: a plurality of protrusions are provided on the other side surface of the anchor plate, and the protrusions are used to increase the surface roughness of the anchor plate.

[0012] The axial deformation conversion type damping and energy dissipation mechanism provided by the present invention may also have the following feature: wherein the angle between every two connecting plates is 120°.

[0013] Functions and effects of the invention

[0014] According to the axial deformation conversion type damping and energy dissipation mechanism provided by the present invention, it is arranged on the building structure, and includes two groups of connecting rod units, two anchor plate groups and a damping part. The two anchor plate groups are rotatably arranged at one end of the two groups of connecting rod units, and can connect the two groups of connecting rod units to the building structure. The damping part includes a fixed unit and an energy dissipation unit. The fixed unit can be connected to the other end of the two groups of connecting rod units away from the anchor plate group. The energy dissipation unit is arranged on the fixed unit and can provide damping for the building structure. The fixed unit can also provide a rigid connection for the axial deformation conversion type damping and energy dissipation mechanism, thereby improving the overall stiffness. And for large-scale building structures, it is only necessary to increase the length of the connecting rod unit.

[0015] Therefore, the axial deformation conversion damping and energy dissipation mechanism provided by the present invention has the characteristics of simple structure and high overall rigidity, and can be applied to large-scale building structures. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 2 is a schematic structural diagram of an axial deformation conversion type damping energy dissipation mechanism in an embodiment of the present invention;

[0017] Figure 2 1 is a side view of an axial deformation conversion type damping and energy dissipation mechanism according to an embodiment of the present invention;

[0018] Figure 3 In the embodiment of the present invention Figure 1 A partial enlarged view of part A;

[0019] Figure 4 In the embodiment of the present invention Figure 1 A partial enlarged view of part B; and

[0020] Figure 5 It is a schematic diagram of the axial deformation conversion damping energy dissipation mechanism in an embodiment of the present invention undergoing axial deformation. DETAILED DESCRIPTION

[0021] In order to make the technical means, creative features, objectives and effects of the present invention easier to understand, the following embodiments and accompanying drawings specifically illustrate the axial deformation conversion damping and energy dissipation mechanism of the present invention.

[0022] <Example>

[0023] Figure 1 It is a structural schematic diagram of the axial deformation conversion damping energy dissipation mechanism in an embodiment of the present invention.

[0024] Figure 2 It is a side view of the axial deformation conversion damping and energy dissipation mechanism in an embodiment of the present invention.

[0025] like Figure 1 and Figure 2 As shown, the axial deformation conversion damping and energy dissipation mechanism 100 is arranged on a building structure, and includes two groups of connecting rod units 10 , two anchor plate groups 20 and a damping part 30 .

[0026] In this embodiment, each connecting rod unit 10 includes three connecting rods 11. Each of the six connecting rods 11 has a first rotation hole and a second rotation hole at each end. In this embodiment, the first rotation hole can be connected to the damping unit 30, and the second rotation hole can be connected to the anchor plate assembly 20. In this embodiment, the length of the connecting rods 11 is adapted to the distance between the walls of the building structure. For large-scale buildings, increasing the length of the connecting rods 11 can broaden the application range of the axial deformation conversion damping and energy dissipation mechanism 100 provided by the present invention.

[0027] Figure 3 In the embodiment of the present invention Figure 1 A partial enlarged view of part A.

[0028] like Figure 3 As shown, two anchor plate groups 20 are rotatably arranged at one end of two groups of connecting rod units 10, which can connect the two groups of connecting rod units to the building structure. In this embodiment, each anchor plate group 20 includes an anchor plate 21 and three connecting plates 22.

[0029] Anchor plate 21 is attached to the building structure. In this embodiment, the side of anchor plate 21 closest to the building structure has multiple protrusions 211. These protrusions 211 increase the surface roughness of anchor plate 21, thereby strengthening the connection between anchor plate 21 and the building structure. In this embodiment, there are six protrusions 211, arranged in groups of two, with each group of protrusions 211 spaced evenly apart on the surface of anchor plate 21.

[0030] Each of the three connecting plates 22 is vertically disposed on a side of the anchor plate 21 opposite the plurality of protrusions 211. A third through-hole is defined in each connecting plate 22, which mates with the second rotation hole. Bolts 1 mate with the second rotation hole and pass through the second rotation hole and the third through-hole, thereby rotatably connecting the connecting plate 22 to the connecting rod 11. In this embodiment, the three connecting plates 22 are evenly distributed on the anchor plate 21, and the angle between each two connecting plates 22 is 120°.

[0031] Figure 4 In the embodiment of the present invention Figure 1 A partial enlarged view of part B;

[0032] like Figure 4As shown, the damping part 30 includes a fixing unit 31 and an energy dissipation unit 32. The fixing unit 31 can be connected to the other end of the two groups of connecting rod units 10 away from the anchor plate group 20. The energy dissipation unit 32 is arranged on the fixing unit 31 and can provide damping for the building structure.

[0033] In this embodiment, the fixing unit 31 includes three cross-hinged beams 311, each of which has two first flanges 3111 and two second flanges 3112. Each first flange 3111 is perpendicular to two second flanges 3112. The first flange 3111 can be connected to the energy dissipation unit 32, and the second flange 3112 can be connected to the connecting rod unit. In this embodiment, the first flange 3111 is provided with a first through hole, and the second flange 3112 is provided with a second through hole.

[0034] In this embodiment, the energy dissipation unit 32 includes three dampers 321. Both ends of the dampers 321 are provided with connection holes that are compatible with the first through holes. The dampers 321 are inserted into the first through holes and the connection holes by bolts 1 that are compatible with the first through holes, thereby being rotatably connected to the first flanges 3111 of the two cross-hinged beams 311. In this embodiment, the three dampers 321 and the three cross-hinged beams 311 are connected to form a triangle. The dampers 321 are located on the three sides of the triangle, and the cross-hinged beams are located at the three endpoints of the triangle, thereby enhancing the structural stability of the axial deformation conversion damping energy dissipation mechanism 100. In this embodiment, the dampers are oil dampers. In actual applications, other types of dampers 321 can also be selected as needed.

[0035] In this embodiment, the first rotating hole at one end of the connecting rod 11 is adapted to the second through hole, and the six connecting rods 11 are all passed through the second through hole and the first rotating hole by bolts adapted to the second through hole, thereby being rotatably connected to the six second flanges 3112.

[0036] Figure 5 It is a schematic diagram of the axial deformation conversion damping energy dissipation mechanism in an embodiment of the present invention undergoing axial deformation.

[0037] like Figure 5As shown, the axial deformation conversion damping and energy dissipation mechanism 100 provided by the present invention is fixed between the walls of a building structure through an anchor plate group 20. When the building structure is affected by disasters such as earthquakes and strong winds, additional loads are applied between the walls, causing relative displacement. The additional load is transmitted to the dampers 321 of the axial deformation conversion damping and energy dissipation mechanism 100. The dampers 321 extend or contract, causing the sides of the triangle formed by the three dampers 321 and the three cross-hinged beams 311 to lengthen, driving the connecting rod 11 to rotate and achieve axial deformation, thereby adapting the length of the connecting rod unit 10 to the relative displacement between the walls, and the additional load is dissipated by the dampers 321. Therefore, the axial deformation conversion damping and energy dissipation mechanism 100 provided by the present invention can convert the axial relative displacement and velocity between the two anchor plate groups into the piston stroke and velocity of the damper 321 through the axial deformation of the connecting rod 11, thereby achieving the purpose of amplifying the stroke of the damper 321 and improving the structural additional damping of the damper 321.

[0038] Functions and Effects of the Embodiments

[0039] According to the axial deformation conversion type damping and energy dissipation mechanism provided by the present invention, it is arranged on the building structure, and includes two groups of connecting rod units, two anchor plate groups and a damping part. The two anchor plate groups are rotatably arranged at one end of the two groups of connecting rod units, and can connect the two groups of connecting rod units to the building structure. The damping part includes a fixing unit and an energy dissipation unit. The fixing unit can be connected to the other end of the two groups of connecting rod units away from the anchor plate group. The energy dissipation unit is arranged on the fixing unit and can provide damping for the building structure. The fixing unit can also provide a rigid connection for the axial deformation conversion type damping and energy dissipation mechanism, thereby improving the overall stiffness. And for large-scale building structures, it is only necessary to increase the length of the connecting rod unit. Therefore, the axial deformation conversion type damping and energy dissipation mechanism provided by the present invention has the characteristics of simple structure and high overall stiffness, and can be applied to large-scale building structures.

[0040] Furthermore, the length of the connecting rod is adapted to the distance between the walls of the building structure. For large-scale building structures, the length of the connecting rod can be increased, thereby making the axial deformation conversion damping energy dissipation mechanism provided by the present invention have a wider range of applications.

[0041] Furthermore, the anchor plate has a plurality of protrusions on its side surface close to the building structure, and the protrusions can increase the surface roughness of the anchor plate, thereby increasing the connection strength between the anchor plate and the building structure.

[0042] Furthermore, the three dampers and the three cross-hinged beams are connected to form a triangle, the dampers are located at the three sides of the triangle, and the cross-hinged beams are located at the three end points of the triangle, thereby enhancing the structural stability of the axial deformation conversion damping energy dissipation mechanism.

[0043] The above embodiments are preferred examples of the present invention and are not intended to limit the scope of protection of the present invention.

Claims

1. An axial deformation conversion damping energy dissipation mechanism, used to be arranged on a building structure, characterized in that: include: Two sets of connecting rod units; Two anchoring plate groups are rotatably arranged at one end of the two groups of connecting rod units, and are used to connect the two groups of connecting rod units to the building structure; The damping part comprises a fixing unit and an energy dissipation unit, wherein the fixing unit is used to be connected to the other end of the two groups of connecting rod units away from the anchor plate group, and the energy dissipation unit is arranged on the fixing unit to provide damping for the building structure. The fixing unit includes three cross-hinged beams, each of which has two first flanges and two second flanges, each of the first flanges is perpendicular to two of the second flanges, the first flange is used to connect the energy dissipation unit, and the second flange is used to connect the connecting rod unit. The first flange is provided with a first through hole, the energy dissipation unit includes three dampers, both ends of the dampers are provided with connection holes adapted to the first through hole, the dampers are penetrated through the first through hole and the connection holes by bolts adapted to the first through hole, so as to be rotatably connected to the first flanges of the two cross-hinged beams, the three dampers and the three cross-hinged beams are connected to form a triangle, the dampers are located at the three sides of the triangle, and the cross-hinged beams are located at the three end points of the triangle, A second through hole is provided on the second flange, and the two groups of connecting rod units each include three connecting rods, and a first rotation hole and a second rotation hole are respectively provided at both ends of the connecting rod, and the first rotation hole is adapted to the second through hole, and the six connecting rods are all penetrated through the second through hole and the first rotation hole by bolts adapted to the second through hole, so as to be rotatably connected to the six second flanges, and the second rotation hole is used to connect to the anchor plate group, The anchor plate group includes an anchor plate and three connecting plates, the anchor plate is arranged on the building structure, the three connecting plates are vertically arranged on one side plate surface of the anchor plate, and a third through hole matching the second rotation hole is opened on the connecting plate, and the connecting plate is penetrated through the second rotation hole and the third through hole by a bolt matching the second rotation hole, so as to be rotatably connected with the connecting rod. The axial deformation conversion damping energy dissipation mechanism is fixed between the walls of the building structure through the anchor plate group. When the building structure is affected by earthquakes and strong wind disasters, additional loads are applied between the walls, causing relative displacement. The additional load is transmitted to the damper. The damper extends or contracts, so that the side length of the triangle formed by the three dampers and the three cross-hinged beams becomes longer, driving the connecting rod to rotate and realize axial deformation, so that the length of the connecting rod unit adapts to the relative displacement between the walls, and the additional load is reduced by the damper.

2. The axial deformation conversion damping energy dissipation mechanism according to claim 1 is characterized in that: in, The damper is an oil damper.

3. The axial deformation conversion damping energy dissipation mechanism according to claim 1 is characterized in that: in, The other side surface of the anchor plate is provided with a plurality of protrusions, and the protrusions are used to increase the surface roughness of the anchor plate.

4. The axial deformation conversion damping energy dissipation mechanism according to claim 1 is characterized in that: in, The included angle between every two connecting plates is 120°.

Images