Metal rubber coupling beam damper

Abstract

The utility model belongs to the technical field of damping equipment, and particularly relates to a metal rubber coupling beam damper. The damper comprises a damper body, the damper body is composed of first I-shaped steel, second I-shaped steel, a first damper core body and a second damper core body, and the first I-shaped steel and the second I-shaped steel are connected through the first damper core body and the second damper core body; the first damper core body and the second damper core body are each composed of a plurality of first steel plates and a plurality of second steel plates, one second steel plate is arranged between every two adjacent first steel plates, and the first steel plates are connected with the second steel plates through metal rubber. One ends of the first steel plates are connected with the first I-shaped steel, and one ends of the second steel plates are connected with the second I-shaped steel. The shear strength of the whole damper can be enhanced, and the environmental adaptability and durability of the damper are improved.

Description

Technical Field

[0001] The utility model belongs to the technical field of shock absorbing equipment, and in particular relates to a metal rubber connecting beam damper. Background Art

[0002] The connecting beam damper refers to the energy dissipation and shock absorption device set up in the structure to meet the shock absorption requirements. The connecting beam damper is mainly installed in the connecting beam part between the shear walls. Through this technology, part of the energy of the earthquake can be offset. The connecting beam damper has many advantages such as controllable yield bearing capacity, easy replacement after earthquake, small space occupation, good seismic performance, etc. It is widely used in residential projects with concrete shear wall structure system.

[0003] In civil engineering, shear walls and shear wall-frame structures are susceptible to shear damage, destruction or even collapse under earthquakes. The use of traditional rubber beam dampers has the following disadvantages:

[0004] If rubber materials are used, they will face problems such as poor durability and poor environmental adaptability, and because their shear resistance depends on the connection between rubber and steel plate vulcanization, they cannot provide more shear resistance. Therefore, a metal rubber connecting beam damper is urgently needed to solve the above problems. Utility Model Content

[0005] In order to overcome the defects in the prior art, the utility model provides a metal rubber connecting beam damper. The utility model can enhance the overall shear strength of the damper and improve the environmental adaptability and durability of the damper.

[0006] In order to achieve the above purpose, the utility model adopts the following technical solutions:

[0007] A metal rubber connecting beam damper comprises a damper body, wherein the damper body is composed of a first I-beam, a second I-beam, a first damper core and a second damper core, wherein the first I-beam and the second I-beam are connected through the first damper core and the second damper core; the first damper core and the second damper core are both composed of a plurality of first steel plates and a plurality of second steel plates arranged at intervals, and a second steel plate is arranged between two adjacent first steel plates, and the first steel plate is connected to the second steel plate through metal rubber; one end of each of the first steel plates is connected to the first I-beam, and one end of each of the second steel plates is connected to the second I-beam.

[0008] Preferably, the two ends of the first damper core are respectively placed in the first groove of the first I-beam and the second groove of the second I-beam, and the first groove and the second groove are located on the same side; the two ends of the second damper core are respectively placed in the third groove of the first I-beam and the fourth groove of the second I-beam, and the third groove and the fourth groove are located on the same side.

[0009] Preferably, a first clamping plate is arranged between the ends of two adjacent first steel plates close to the first I-beam, a second clamping plate is arranged between the ends of two adjacent second steel plates close to the second I-beam, the gap between the two adjacent first steel plates is the same as the thickness of the first clamping plate, and the gap between the two adjacent second steel plates is the same as the thickness of the second clamping plate.

[0010] Preferably, the length of the first steel plate is the same as that of the second steel plate, and the first steel plate and the second steel plate are staggered along the length direction, and the metal rubber is located in a gap where the first steel plate and the second steel plate overlap.

[0011] Preferably, a projection of the first steel plate at an end away from the first I-beam does not contact the second I-beam; a projection of the second steel plate at an end away from the second I-beam does not contact the first I-beam.

[0012] Preferably, one end of the first damper core close to the first I-beam and one end of the second damper core close to the first I-beam are fixedly connected to the first I-beam by a first bolt; one end of the first damper core close to the second I-beam and one end of the second damper core close to the second I-beam are fixedly connected to the second I-beam by a second bolt.

[0013] Preferably, the first steel plate, the first splint and the first I-beam are all provided with corresponding first bolt holes, and the first bolt passes through the three first bolt holes in sequence and is threadedly connected to the nut; the second steel plate, the second splint and the second I-beam are all provided with corresponding second bolt holes, and the second bolt passes through the three second bolt holes in sequence and is threadedly connected to the nut.

[0014] Preferably, one end of the first I-beam away from the second I-beam is fixedly connected to the first node plate; and one end of the second I-beam away from the first I-beam is fixedly connected to the second node plate.

[0015] Preferably, the first node plate and the second node plate are both square steel plate structures; the first node plate is provided with a third bolt hole, and the second node plate is provided with a fourth bolt hole.

[0016] Preferably, the first stiffening ribs are fixedly provided in the first groove and the third groove of the first I-beam, and the first stiffening ribs are connected to both the flange and the web of the first I-beam; the second stiffening ribs are fixedly provided in the second groove and the fourth groove of the second I-beam, and the second stiffening ribs are connected to both the flange and the web of the second I-beam.

[0017] The advantages of the utility model are:

[0018] (1) The utility model connects two damper cores on two I-beams, and the first steel plate and the second steel plate in the damper core are staggered, and a metal rubber is arranged in the middle. When the damper is subjected to external force, the metal rubber produces shear deformation, and the internal metal wires rub against each other to dissipate a large amount of energy, thereby achieving the purpose of shock absorption and energy dissipation, thereby enhancing the overall shear strength of the damper and improving the environmental adaptability and durability of the damper.

[0019] (2) The metal rubber and the steel plate of the utility model are connected by a vacuum brazing process. Compared with the adhesive connection, this connection is more solid and can provide more shear resistance, thereby improving the overall shear strength and making the overall structure have good working stability under the action of earthquakes; compared with traditional rubber materials, metal rubber materials have better durability, so the damper has a good seismic isolation function.

[0020] (3) The materials in the utility model are easy to obtain, the cost of the damper is low, and the damper core is easy to replace; the metal rubber has a longer service life than the traditional rubber; and the structure is compact, the force is clear, the structure is reasonable, and it has good practical value. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a schematic diagram of the overall structure of the utility model.

[0022] Figure 2 It is a schematic diagram of the structure of the utility model from top view.

[0023] Figure 3 This is a front view structural schematic diagram of the utility model.

[0024] Figure 4 It is a schematic diagram of the cross-sectional structure of the utility model vertically along line AA.

[0025] Figure 5 This is a schematic diagram of the damper core structure of the utility model.

[0026] The meanings of the symbols in the figure are as follows:

[0027] 1-first I-beam, 11-first stiffening rib, 2-second I-beam, 21-second stiffening rib, 3-first damper core, 4-second damper core, 5-first node plate, 51-third bolt hole, 6-second node plate, 61-fourth bolt hole, 71-first bolt hole, 72-second bolt hole, 81-first steel plate, 82-second steel plate, 83-first clamping plate, 84-second clamping plate, 85-metal rubber. DETAILED DESCRIPTION

[0028] like Figure 1-5As shown, a metal rubber connecting beam damper includes a damper body arranged between shear walls, the damper body is prismatic, and is composed of a first node plate 5, a first I-beam 1, a first stiffening rib 11, a first damper core 3, a second damper core 4, a second I-beam 2, a second stiffening rib 21 and a second node plate 6.

[0029] The structure of the second damper core 4 is the same as that of the first damper core 3. The first damper core 3 is a laminated steel plate metal rubber 85 structure along the perpendicular surface of the web (the web of the first I-beam 1 and the web of the second I-beam 2) to the outside (from the inside to the outside); the second damper core 4 is a laminated steel plate metal rubber 85 structure along the perpendicular surface of the web (the web of the first I-beam 1 and the web of the second I-beam 2) to the outside (from the inside to the outside).

[0030] Specifically, a plurality of metal rubbers 85, a plurality of first steel plates 81, a plurality of second steel plates 82, a plurality of first clamping plates 83 and a plurality of second clamping plates 84 are superimposed to form the first damper core 3. The first steel plates 81 and the second steel plates 82 are arranged in sequence at intervals, and a metal rubber 85 is arranged between the adjacent first steel plates 81 and the second steel plates 82, a first clamping plate 83 is arranged between the ends of two adjacent first steel plates 81, and a second clamping plate 84 is arranged between the ends of two adjacent second steel plates 82, the length of the first steel plate 81 is the same as the length of the second steel plate 82, and the first steel plate 81 and the second steel plate 82 are staggered in the length direction, and the metal rubber 85 is located in the gap between the first steel plate 81 and the second steel plate 82; the projection of the first steel plate 81 at the end away from the first I-beam 1 does not contact the second I-beam 2, and the projection of the second steel plate 82 at the end away from the second I-beam 2 does not contact the first I-beam 1. The design of the splint allows multiple steel plates to be fastened together to form an integral structure.

[0031] Furthermore, corresponding first bolt holes 71 are provided on the first steel plate 81, the first clamping plate 83 and the first I-beam 1 (i.e., the positions of the first bolt holes 71 on the first steel plate 81, the first bolt holes 71 on the first clamping plate 83 and the first I-beam 1 are the same), and the first bolts penetrate through each row of first bolt holes 71 at the same position in sequence and are threadedly connected to the nuts, thereby simultaneously fixing one end of the first damper core 3 and one end of the second damper core 4 on the first I-beam 1; corresponding second bolt holes 72 are provided on the second steel plate 82, the second clamping plate 84 and the second I-beam 2 (i.e., the positions of the second bolt holes 72 on the second steel plate 82, the second bolt holes 72 on the second clamping plate 84 and the second I-beam 2 are the same), and the second bolts penetrate through each row of second bolt holes 72 at the same position in sequence and are threadedly connected to the nuts, thereby simultaneously fixing the other end of the first damper core 3 and the other end of the second damper core 4 on the second I-beam 2. The first damper core 3 and the second damper core 4 are both connected to the web of the first I-beam 1 , and the first damper core 3 and the second damper core 4 are both connected to the web of the second I-beam 2 .

[0032] Furthermore, the metal rubber 85 is connected to the first steel plate 81 and the second steel plate 82 by a vacuum brazing process, the first node plate 5, the first I-beam 1, the first stiffening rib 11, the second steel plate 82, the first steel plate 81, the splint, the second I-beam 2, the second stiffening rib 21, and the second node plate 6 are all made of the same steel plate material, and the metal rubber 85 is made of stainless steel wire material.

[0033] Unless otherwise specified, the size requirements of each component are set as required; the thickness of the metal rubber 85 inside the first damper core 3 and the second damper core 4 is slightly smaller than the thickness of the second steel plate 82 and the first steel plate 81; the second steel plate 82, the metal rubber 85, the first steel plate 81 and the clamping plate are of the same height; the clamping plate, the second steel plate 82, the metal rubber 85 and the first steel plate 81 in the first damper core 3 and the second damper core 4 are of the same height, and the height is smaller than the web height of the first I-beam 1 and the second I-beam 2; the length of the metal rubber 85 is smaller than the distance between the first I-beam 1 and the second I-beam 2.

[0034] At the same time, the first node plate 5 is provided with a third bolt hole 51, and the second node plate 6 is provided with a fourth bolt hole 61. The number and specification of the third bolt holes 51 are set as required, and the distribution position is outside the contact portion between the first I-beam 1 and the first node plate 5; the number and specification of the fourth bolt holes 61 are set as required, and the distribution position is outside the contact portion between the second I-beam 2 and the second node plate 6; the number and specification of the first bolt holes 71 and the second bolt holes 72 are set as required, and they run through the entire damper.

[0035] The first node plate 5 is connected to the first I-beam 1 by welding, and the first stiffening rib 11 is connected to the first I-beam 1 by welding. The first stiffening rib 11 can prevent the first I-beam 1 from twisting when subjected to external force; the second node plate 6 is connected to the second I-beam 2 by welding, and the second stiffening rib 21 is connected to the second I-beam 2 by welding.

[0036] The metal rubber 85 is an elastic porous metal material formed by winding, processing and stamping stainless steel wires. The length of the metal rubber 85 is less than the distance between the I-beams, and the height is the same as the height of the steel plate.

[0037] During operation, under the action of external force, the first node plate 5 and the second node plate 6 will produce relative displacement up and down, so that the first damper core 3 and the second damper core 4 in the middle are subjected to shear force, resulting in the first steel plate 81 and the second steel plate 82 being fastened by the first bolt hole 71 and the second bolt hole 72, and the first I-beam 1 and the second I-beam 2 are displaced the same, and then the metal rubber 85 between the first steel plate 81 and the second steel plate 82 will produce shear deformation; when the metal rubber 85 produces shear deformation, the internal metal wires will rub against each other to dissipate a large amount of energy, thereby achieving the purpose of shock absorption and energy consumption.

[0038] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A metal rubber connecting beam damper, characterized in that: The invention comprises a damper body, wherein the damper body is composed of a first I-beam (1), a second I-beam (2), a first damper core (3) and a second damper core (4); the first I-beam (1) and the second I-beam (2) are connected via the first damper core (3) and the second damper core (4); the first damper core (3) and the second damper core (4) are each composed of a plurality of first steel plates (81) and a plurality of second steel plates (82) arranged at intervals, and a second steel plate (82) is arranged between two adjacent first steel plates (81); the first steel plate (81) is connected to the second steel plate (82) via a metal rubber (85); one end of each of the first steel plates (81) is connected to the first I-beam (1), and one end of each of the second steel plates (82) is connected to the second I-beam (2).

2. The metal rubber connecting beam damper according to claim 1, characterized in that: The two ends of the first damper core (3) are respectively placed in the first groove of the first I-beam (1) and the second groove of the second I-beam (2), and the first groove and the second groove are located on the same side; the two ends of the second damper core (4) are respectively placed in the third groove of the first I-beam (1) and the fourth groove of the second I-beam (2), and the third groove and the fourth groove are located on the same side.

3. The metal rubber connecting beam damper according to claim 2, characterized in that: A first clamping plate (83) is arranged between the ends of two adjacent first steel plates (81) close to the first I-beam (1), and a second clamping plate (84) is arranged between the ends of two adjacent second steel plates (82) close to the second I-beam (2). The gap between the two adjacent first steel plates (81) is the same as the thickness of the first clamping plate (83), and the gap between the two adjacent second steel plates (82) is the same as the thickness of the second clamping plate (84).

4. The metal rubber connecting beam damper according to claim 1, characterized in that: The length of the first steel plate (81) is the same as that of the second steel plate (82), and the first steel plate (81) and the second steel plate (82) are staggered in the length direction, and the metal rubber (85) is located in the gap where the first steel plate (81) and the second steel plate (82) overlap.

5. The metal rubber connecting beam damper according to claim 4, characterized in that: The projection of the first steel plate (81) at the end away from the first I-beam (1) does not contact the second I-beam (2); the projection of the second steel plate (82) at the end away from the second I-beam (2) does not contact the first I-beam (1).

6. The metal rubber connecting beam damper according to claim 3, characterized in that: One end of the first damper core (3) close to the first I-beam (1) and one end of the second damper core (4) close to the first I-beam (1) are both fixedly connected to the first I-beam (1) via a first bolt; and one end of the first damper core (3) close to the second I-beam (2) and one end of the second damper core (4) close to the second I-beam (2) are both fixedly connected to the second I-beam (2) via a second bolt.

7. The metal rubber connecting beam damper according to claim 6, characterized in that: The first steel plate (81), the first clamping plate (83) and the first I-beam (1) are all provided with corresponding first bolt holes (71), and the first bolt passes through the three first bolt holes (71) in sequence and is threadedly connected to the nut; the second steel plate (82), the second clamping plate (84) and the second I-beam (2) are all provided with corresponding second bolt holes (72), and the second bolt passes through the three second bolt holes (72) in sequence and is threadedly connected to the nut.

8. The metal rubber connecting beam damper according to claim 1, characterized in that: One end of the first I-beam (1) away from the second I-beam (2) is fixedly connected to a first node plate (5); and one end of the second I-beam (2) away from the first I-beam (1) is fixedly connected to a second node plate (6).

9. The metal rubber connecting beam damper according to claim 8, characterized in that: The first node plate (5) and the second node plate (6) are both square steel plate structures; the first node plate (5) is provided with a third bolt hole (51) and the second node plate (6) is provided with a fourth bolt hole (61).

10. The metal rubber connecting beam damper according to claim 2, characterized in that: A first stiffening rib (11) is fixedly disposed in the first groove and the third groove of the first I-beam (1), and the first stiffening rib (11) is connected to both the flange and the web of the first I-beam (1); a second stiffening rib (21) is fixedly disposed in the second groove and the fourth groove of the second I-beam (2), and the second stiffening rib (21) is connected to both the flange and the web of the second I-beam (2).

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