Axial energy dissipation rotating rod damper
By designing an axial energy-consuming rotating rod damper, and using the combination of the rotating device and the waveform connecting plate, the problem of horizontal external force cannot be dissipated during earthquakes is solved, and the effective dissipation of seismic horizontal energy and the improvement of structural seismic resistance is achieved.
Patent Information
- Application Number
- CN202420434723.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-03-06
- Publication Date
- 2025-03-04
- Estimated Expiration
- 2034-03-06
AI Technical Summary
In the prior art, horizontal external forces cannot be effectively dissipated during earthquakes, resulting in serious damage to the structure after earthquakes and difficult to repair.
A damper of an axial energy-consuming rotating rod is designed to consume energy through the rotating rod in the rotating device, and the combination of vertical rotating tube and return spring is used to achieve seismic horizontal energy dissipation, and an accordion effect is formed during the deformation of the waveform connecting piece, increasing energy consumption capacity.
It effectively realizes the dissipation of seismic energy, reduces structural damage, improves earthquake resistance, and enhances the applicability of the damper through multi-layer rotating rods and friction energy consumption mechanisms.
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Figure CN222557880U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the field of shock-absorbing and energy-consuming structural parts, in particular to an axial energy-consuming rotating rod damper. Background Art
[0002] Traditional buildings mainly rely on the deformation of their own structures to absorb earthquake energy. Many main components are difficult to repair after being damaged. Structural earthquake resistance has gradually shifted from anti-collapse design to recoverable functional design, in order to minimize the losses to the entire society after the earthquake.
[0003] At present, metal dampers are usually used in various types of building structures. Their working principle is usually to increase their energy dissipation and shock absorption capabilities by increasing relative displacement. Publication No. CN219548547U discloses an axial tension-compression corrugated soft steel plate energy dissipation damper, which uses corrugated energy dissipation soft steel as the core energy dissipation element. The corrugated energy dissipation soft steel will produce a small accordion effect during the deformation process, and has a strong energy dissipation capacity. During the deformation and energy dissipation process of the corrugated energy dissipation soft steel, the upper and lower flange plates will produce bending deformation energy dissipation to reduce the damage of the external tensile and compressive stress to the shear wall structure. However, the energy dissipation structure in this structure is single, and the damper is subjected to tensile and compressive stresses, and it does not involve how to dissipate the reciprocating horizontal external force generated during an earthquake. Utility Model Content
[0004] In view of the problem in the prior art that horizontal external force cannot be dissipated during an earthquake, the utility model provides an axial energy-absorbing rotating rod damper.
[0005] The utility model is realized by the following technical solutions:
[0006] An axial energy dissipation rotating rod damper comprises a first vertical arc plate, a second vertical arc plate, a first horizontal convex plate, a second horizontal convex plate, a rotating round tube and a rotating device, wherein the first horizontal convex plate and the second horizontal convex plate are arranged horizontally and spaced in parallel to form a mounting seat, the first vertical arc plate is connected to the side of the mounting seat through a corrugated connecting piece, the second vertical arc plate is fixed to the other side of the mounting seat, and the rotating round tube is rotatably arranged between the first horizontal convex plate and the second horizontal convex plate;
[0007] The rotating device comprises a rotating rod, which is fixedly connected to the vertical rotating tube, one end of which is slidably connected to the inner side of the first vertical arc plate, and the other end of which is slidably connected to the inner side of the second vertical arc plate; the rotating rod is provided with return springs on both sides of its rotating plane, and the return spring is connected to a mounting seat at one end away from the rotating rod, and when installed, the return springs on both sides of the rotating rod are in an extended state;
[0008] A first end plate is disposed on the outer side of the first vertical arc plate, and a second end plate is disposed on the outer side of the second vertical arc plate. The first end plate and the second end plate are used for connecting with the outside.
[0009] Preferably, two rotating devices are provided, the vertical rotating tube is located at the center of the first vertical arc plate and the second vertical arc plate, and the two rotating rods are vertically arranged in parallel up and down on the vertical rotating tube.
[0010] Preferably, a rotating roller is provided at the end of the rotating rod.
[0011] Preferably, arc-shaped long grooves are provided on the inner sides of the first vertical arc plate and the second vertical arc plate, and the rotating roller slides along the arc-shaped long grooves.
[0012] Preferably, a serrated friction rubber strip is provided in the arc-shaped long groove.
[0013] Preferably, return springs are provided on both sides of the rotating rod along the rotating plane.
[0014] Preferably, a vertical connecting plate is provided between the first horizontal convex plate and the second horizontal convex plate for support, and one end of the return spring is connected to the rotating rod, and the other end is connected to the vertical connecting plate.
[0015] Preferably, the corrugated surface of the corrugated connecting piece is arranged horizontally, the corrugated connecting piece is made of 205MPa~240MPa mild steel, and the wave angle is 30°~60°.
[0016] Preferably, a corner of the first end plate on a side away from the first vertical arc plate and a corner of the second end plate on a side away from the second vertical arc plate are both provided with a stiffening structure;
[0017] Four stiffening structures are arranged on the first end plate, respectively arranged on the upper and lower sides of the two corners of the first end plate, the two stiffening structures on the same side are arranged symmetrically, and the two stiffening structures in the vertical direction are fixed by connecting bolts;
[0018] The arrangement and connection method of the stiffening structure on the second end plate are the same as those of the stiffening structure on the first end plate.
[0019] Preferably, the stiffening structure includes a horizontal stiffening plate, a first vertical stiffening plate and a second vertical stiffening plate which are perpendicular to each other and fixedly connected together, the bottoms of the first vertical stiffening plate and the second vertical stiffening plate are connected to the first end plate, the horizontal stiffening plate is horizontally arranged with the first end plate, and is connected to the tops of the first vertical stiffening plate and the second vertical stiffening plate.
[0020] Compared with the prior art, the utility model has the following beneficial effects:
[0021] The utility model discloses an axial energy-dissipating rotating rod damper, which dissipates energy through a rotating rod arranged in a rotating device. When the damper receives a horizontal force transmitted during an earthquake, a vertical rotating tube will generate left-right reciprocating motion in the horizontal direction, and the vertical rotating tube will drive the rotating rod to reciprocate, and the rotating rod will rotate with the vertical rotating tube as the axis due to the restriction of the return springs on both sides, thereby realizing the dissipation of earthquake horizontal energy. When the damper is subjected to tension deformation, friction energy is dissipated at the same time. The first vertical arc plate and the first horizontal convex plate and the second horizontal convex plate are connected by four corrugated connecting plates. During the tension and compression process of the damper, the corrugated plate is deformed by tension and compression to form an accordion effect, thereby realizing energy dissipation.
[0022] Furthermore, two layers of rotating rods are provided in the damper, which can respectively accept loads of different degrees, thereby helping to increase the applicability of the damper.
[0023] Furthermore, during the rotation of the rotating rod, further energy consumption is achieved through the friction between the rotating roller and the serrated rubber. The purpose of the serrated friction rubber strip is to increase the roughness of the contact surface, and the serrated rubber increases the friction of the pulley sliding to achieve energy consumption.
[0024] Furthermore, the vertical connecting plate plays a role of connection and support, providing installation space and rotation space for the rotating rod of the rotating device. BRIEF DESCRIPTION OF THE DRAWINGS
[0025] Figure 1 It is a schematic diagram of the overall structure of an axial energy dissipation rotating rod damper of the utility model;
[0026] Figure 2 It is a top view of an axial energy dissipation rotating rod damper of the utility model;
[0027] Figure 3 It is a left view of an axial energy dissipation rotating rod damper of the utility model;
[0028] Figure 4 It is a schematic diagram of a rotating rod, a first vertical arc plate and a second vertical arc plate in an axial energy dissipation rotating rod damper of the utility model;
[0029] Figure 5 It is a right side view of an axial energy dissipation rotating rod damper of the utility model;
[0030] Figure 6 It is a structural schematic diagram of an axial energy dissipation rotating rod damper of the utility model without the first horizontal convex plate.
[0031] In the figure, 1-1, first end plate; 1-2, second end plate; 1-3, horizontal stiffening plate; 1-4, first vertical stiffening plate; 1-5, connecting bolts; 2-1, first horizontal convex plate; 2-2, lower horizontal convex plate; 2-3, second vertical arc plate; 2-4, first vertical arc plate; 2-5, vertical connecting plate; 2-6, corrugated connecting piece; 2-7, rubber; 2-8, vertical rotating tube; 3-1, rotating rod; 3-2, rotating roller; 3-3, rotating circular tube; 3-4, reset spring. DETAILED DESCRIPTION
[0032] The present invention will be further described in detail below in conjunction with specific embodiments, which are intended to explain the present invention rather than to limit it.
[0033] The utility model discloses an axial energy dissipation rotating rod damper, referring to Figure 1 , including a first vertical arc plate 2-4, a second vertical arc plate 2-3, a first horizontal convex plate 2-1, a second horizontal convex plate, a vertical rotating tube 2-8 and a rotating device, the first horizontal convex plate 2-1 and the second horizontal convex plate are arranged horizontally and spaced in parallel to form a mounting seat, and the first vertical arc plate 2-4 is connected to the side of the mounting seat through a corrugated connecting piece 2-6. Figure 2 , 3 In this embodiment, the corrugated connecting piece 2-6 is made of 205MPa~240MPa mild steel, with a wave angle of 30°~60°, and the corrugated surface of the corrugated connecting piece 2-6 is arranged horizontally. The inner sides of the first horizontal convex plate 2-1 and the second horizontal convex plate are provided with mounting holes, and the two ends of the vertical rotating tube 2-8 are provided with integrally formed round tables to cooperate with the mounting holes.
[0034] The second vertical arc plate 2-3 is fixed to the other side of the mounting seat, and the vertical rotating tube 2-8 is rotatably arranged between the first horizontal convex plate 2-1 and the second horizontal convex plate. Figure 4 , 6 The rotating device includes a rotating rod 3-1, which is fixedly connected to the vertical rotating tube 2-8, one end of the rotating rod 3-1 is slidably connected to the inner side of the first vertical arc plate 2-4, and the other end is slidably connected to the inner side of the second vertical arc plate 2-3. In this embodiment, the vertical rotating tube 2-8 is located at the center of the first vertical arc plate 2-4 and the second vertical arc plate 2-3, and the rotating device is provided with two rotating rods 3-1, which are arranged vertically and parallel to each other in the vertical direction of the vertical rotating tube 2-8, and there is an angle of 30° to 60° between the two rotating rods 3-1, and the two rotating rods 3-1 are respectively recorded as the first rotating rod 3-1 and the second rotating rod 3-1, and both ends of the first rotating rod 3-1 and the second rotating rod 3-1 are provided with rotating rollers 3-2 through the rotating circular tube 3-3, and the two ends are respectively in contact with the inner side of the first vertical arc plate 2-4 and the inner side of the second vertical arc plate 2-3.
[0035] The inner side of the first vertical arc plate 2-4 and the inner side of the second vertical arc plate 2-3 are both provided with arc-shaped long grooves, and the rotating roller 3-2 slides along the arc-shaped long grooves. A serrated friction rubber strip is provided in the arc-shaped long grooves. The purpose of the serrated friction rubber strip is to increase the roughness of the contact surface. The serrated rubber 2-7 increases the friction of the pulley sliding to achieve energy consumption. During the rotation of the rotating rod 3-1, further energy consumption is achieved by the friction between the rotating roller 3-2 and the serrated rubber 2-7.
[0036] Reference Figure 1 , 5 6. The rotating rod 3-1 is provided with a reset spring 3-4 on both sides along its rotating plane. The reset spring 3-4 is connected to a mounting seat at one end away from the rotating rod 3-1. When installed, the reset springs 3-4 on both sides of the rotating rod 3-1 are in an extended state. In order to facilitate the installation of the reset spring 3-4, a vertical connecting plate 2-5 is provided between the first horizontal convex plate 2-1 and the second horizontal convex plate for support. One end of the reset spring 3-4 is connected to the rotating rod 3-1, and the other end is connected to the vertical connecting plate 2-5. The vertical connecting plate 2-5 also plays a supporting role and forms a mounting seat together with the first horizontal convex plate 2-1 and the second horizontal convex plate. The first horizontal convex plate 2-1, the second horizontal convex plate and the vertical connecting plate 2-5 can be connected by bolts, or by welding or other methods.
[0037] The first end plate 1-1 is disposed outside the first vertical arc plate 2-4, and the second end plate 1-2 is disposed outside the second vertical arc plate 2-3. The first end plate 1-1 and the second end plate 1-2 are used to connect to the outside. In this embodiment, the first end plate 1-1 and the second end plate 1-2 are connected by welding, or other detachable fixed connection methods.
[0038] Reference Figure 1 , 6 The corner of the first end plate 1-1 on the side away from the first vertical arc plate 2-4 and the corner of the second end plate 1-2 on the side away from the second vertical arc plate 2-3 are both provided with stiffening structures; four stiffening structures are provided on the first end plate 1-1, which are respectively arranged on the upper and lower sides of the two corners of the first end plate 1-1, and the two stiffening structures on the same side are symmetrically arranged, and the two vertical stiffening structures are fixed by connecting bolts 1-5; the stiffening structure on the second end plate 1-2 has the same arrangement and connection method as the stiffening structure on the first end plate 1-1.
[0039] Among them, the stiffening structure includes a horizontal stiffening plate 1-3, a first vertical stiffening plate 1-4 and a second vertical stiffening plate which are perpendicular to each other and fixedly connected together. The bottoms of the first vertical stiffening plate 1-4 and the second vertical stiffening plate are connected to the first end plate 1-1. The horizontal stiffening plate 1-3 is horizontally arranged with the first end plate 1-1, and is connected to the tops of the first vertical stiffening plate 1-4 and the second vertical stiffening plate.
[0040] The installation steps of an axial energy dissipation rotating rod damper of the utility model are as follows:
[0041] First, connect the connecting bolts 1-5 to the external structure with bolts, and then connect the connecting bolts 1-5 to the horizontal stiffening plate 1-3; then weld the horizontal stiffening plate 1-3 to the vertical stiffening plate, and fix them to the first end plate 1-1 and the second end plate 1-2 by welding; the first end plate 1-1 and the second end plate 1-2 are welded to the first vertical arc plate 2-4 and the second vertical arc plate 2-3 respectively; the first horizontal convex plate 2-1 and the second horizontal convex plate are welded to the second vertical arc plate 2-3 by welding.
[0042] A rotatable vertical rotating tube 2-8 is installed at the center of the first horizontal convex plate 2-1 and the second horizontal convex plate to ensure that the vertical rotating tube 2-8 can rotate and cannot be horizontally displaced; the central parts of the upper and lower rotating rods 3-1 pass through the vertical rotating tube 2-8, and rotating rollers 3-2 are respectively installed at both ends of the rotating rod 3-1, and then a reset spring 3-4 is welded on both sides of the rotating rod 3-1, and the other end of the reset spring 3-4 is welded to the vertical connecting plate 2-5; rubber strips are placed on the inner sides of the first vertical arc plate 2-4 and the second vertical arc plate 2-3, and then the first vertical arc plate 2-4 and the second vertical arc plate 2-3 are connected by welding to realize the connection of the corrugated connecting piece 2-6.
[0043] When an earthquake occurs, the rotating rod 3-1 is arranged in two layers, and energy is consumed by friction between the rotating roller 3-2 and the serrated rubber 2-7. After the damper is compressed and deformed, it is reset by the reset spring 3-4, and friction energy is consumed while the damper is tensilely deformed. The first vertical arc plate 2-4 is connected to the first horizontal convex plate 2-1 and the second horizontal convex plate by four corrugated connecting plates 2-6. During the tension and compression process of the damper, the corrugated plate is deformed by tension and compression to form an accordion effect, thereby realizing energy consumption.
[0044] When the damper receives the horizontal force transmitted by the earthquake, the vertical rotating tube 2-8 will produce left and right reciprocating motion in the horizontal direction, and the vertical rotating tube 2-8 will drive the rotating rod 3-1 to reciprocate, and the rotating rod 3-1 will rotate with the vertical rotating tube 2-8 as the axis due to the restriction of the return springs 3-4 on both sides, so as to achieve the dissipation of the horizontal energy of the earthquake. When the damper is tensilely deformed, friction energy is consumed at the same time. The first vertical arc plate 2-4 is connected with the first horizontal convex plate 2-1 and the second horizontal convex plate by four corrugated connecting plates 2-6. During the tension and compression process of the damper, the corrugated plate is tensilely deformed to form an accordion effect, thereby achieving energy dissipation.
[0045] The above description is only a preferred embodiment of the present invention and is not intended to impose any limitation on the technical solution of the present invention. Those skilled in the art should understand that, without departing from the spirit and principles of the present invention, the technical solution can also be subjected to several simple modifications and replacements, and these modifications and replacements are also within the scope of protection covered by the claims.
Claims
1. An axial energy dissipation rotating rod damper, characterized in that: The invention comprises a first vertical arc plate (2-4), a second vertical arc plate (2-3), a first horizontal convex plate (2-1), a second horizontal convex plate, a rotating circular tube (3-3) and a rotating device, wherein the first horizontal convex plate (2-1) and the second horizontal convex plate are arranged horizontally and spaced in parallel to form a mounting seat, the first vertical arc plate (2-4) is connected to the side of the mounting seat through a corrugated connecting piece (2-6), the second vertical arc plate (2-3) is fixed to the other side of the mounting seat, and the rotating circular tube (3-3) is rotatably arranged between the first horizontal convex plate (2-1) and the second horizontal convex plate; The rotating device comprises a rotating rod (3-1), the rotating rod (3-1) is fixedly connected to the vertical rotating tube (2-8), one end of the rotating rod (3-1) is slidably connected to the inner side of the first vertical arc plate (2-4), and the other end is slidably connected to the inner side of the second vertical arc plate (2-3); the rotating rod (3-1) is provided with return springs (3-4) on both sides along its rotating plane, and the return spring (3-4) is connected to a mounting seat at one end away from the rotating rod (3-1), and when installed, the return springs (3-4) on both sides of the rotating rod (3-1) are in an extended state; A first end plate (1-1) is arranged outside the first vertical arc plate (2-4), and a second end plate (1-2) is arranged outside the second vertical arc plate (2-3). The first end plate (1-1) and the second end plate (1-2) are used for connecting to the outside.
2. The axial energy dissipation rotating rod damper according to claim 1, characterized in that: Two rotating devices are provided, the vertical rotating tube (2-8) is located at the center of the first vertical arc plate (2-4) and the second vertical arc plate (2-3), and the two rotating rods (3-1) are arranged vertically and parallel to the vertical rotating tube (2-8).
3. The axial energy dissipation rotating rod damper according to claim 1, characterized in that: A rotating roller (3-2) is arranged at the end of the rotating rod (3-1).
4. The axial energy dissipation rotating rod damper according to claim 3, characterized in that: The inner side of the first vertical arc plate (2-4) and the inner side of the second vertical arc plate (2-3) are both provided with arc-shaped long grooves, and the rotating roller (3-2) slides along the arc-shaped long grooves.
5. The axial energy dissipation rotating rod damper according to claim 4, characterized in that: A friction rubber strip is arranged in the arc-shaped long groove.
6. The axial energy dissipation rotating rod damper according to claim 4, characterized in that: The friction rubber strip adopts a serrated friction rubber strip.
7. The axial energy dissipation rotating rod damper according to claim 1, characterized in that: A vertical connecting plate (2-5) is provided between the first horizontal convex plate (2-1) and the second horizontal convex plate for support; one end of the return spring (3-4) is connected to the rotating rod (3-1), and the other end is connected to the vertical connecting plate (2-5).
8. The axial energy dissipation rotating rod damper according to claim 1, characterized in that: The corrugated surface of the corrugated connecting piece (2-6) is arranged horizontally. The corrugated connecting piece (2-6) is made of 205MPa-240MPa soft steel, and the corrugated angle is 30°-60°.
9. The axial energy dissipation rotating rod damper according to claim 1, characterized in that: A corner of the first end plate (1-1) on a side away from the first vertical arc plate (2-4) and a corner of the second end plate (1-2) on a side away from the second vertical arc plate (2-3) are both provided with a stiffening structure; Four stiffening structures are arranged on the first end plate (1-1), respectively arranged on the upper and lower sides of two corners of the first end plate (1-1), the two stiffening structures on the same side are arranged symmetrically, and the two stiffening structures in the vertical direction are fixed by connecting bolts (1-5); The arrangement and connection method of the stiffening structure on the second end plate (1-2) are the same as those of the stiffening structure on the first end plate (1-1).
10. The axial energy dissipation rotating rod damper according to claim 9, characterized in that: The stiffening structure comprises a horizontal stiffening plate (1-3), a first vertical stiffening plate (1-4) and a second vertical stiffening plate which are perpendicular to each other and fixedly connected together, the bottoms of the first vertical stiffening plate (1-4) and the second vertical stiffening plate are both connected to the first end plate (1-1), and the horizontal stiffening plate (1-3) is arranged horizontally with the first end plate (1-1) and is connected to the tops of the first vertical stiffening plate (1-4) and the second vertical stiffening plate.
Citation Information
Patent Citations
Axial tension and compression wave-shaped mild steel plate energy dissipation damper
CN219548547U