CN205617594U - Rubber type friction energy dissipation bumper shock absorber - Google Patents

Rubber type friction energy dissipation bumper shock absorber Download PDF

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Publication number
CN205617594U
CN205617594U CN201620406345.1U CN201620406345U CN205617594U CN 205617594 U CN205617594 U CN 205617594U CN 201620406345 U CN201620406345 U CN 201620406345U CN 205617594 U CN205617594 U CN 205617594U
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China
Prior art keywords
friction
grip block
rubber
energy dissipation
steel plate
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Application number
CN201620406345.1U
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Chinese (zh)
Inventor
廖云昆
龙云刚
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Zhenan Science and Technology Co., Ltd.
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Yunnan Zhen An Damping Science And Technology Co Ltd
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Abstract

The utility model relates to a shock -isolation technology for building field, especially a rubber type friction energy dissipation bumper shock absorber. This friction energy dissipation bumper shock absorber is including the friction steel sheet and fix the location baffle between upper and lower grip block, friction steel sheet along location baffle straight line slip, be equipped with the antifriction rubber slab between friction steel sheet and the upper and lower grip block, be equipped with the bolted connection hole on the friction steel sheet, the grip block is through the pre -compaction bolt rather than last pre -compaction bolt hole threaded connection from top to bottom. The utility model discloses an off tracking unstability takes place and plays to slide the unable regulation control problem of damping force size for the middle friction steel sheet of solving current rubber type friction sinker. In the pre -compaction bolt hole on the grip block about the pre -compaction bolt screw in, the precompression of production makes the friction steel sheet compress tightly with the antifriction rubber slab and has produced the cunning damping force. Play smooth damping force size and pass through pressure regulation control in advance. Make not off tracking unstability of middle friction steel sheet, improvement power consumption ability and sinker stability through two location baffles.

Description

A kind of rubber-type friction energy dissipation amortisseur
Technical field
This utility model patent relates to architectural vibration-insulation technical field, particularly a kind of rubber-type friction energy dissipation damping Device.
Background technology
Generally in the multiple district of high-intensity earthquake, after depth of building meets or exceeds regulation, designers are often Tank bracket, shear wall, cabinet can be used the version such as to cut design, beam column size to be strengthened, meet knot The requirement of the strength and stiffness of structure, certainly will increase armored concrete consumption, and add cost.Along with society Economic level all improves constantly, the development of technical merit, and what people recognized building subtracts seismic isolation technology It it is the requirement equally meeting " no damage in small earthquake, middle shake can be repaiied, no collapsing with strong earthquake ".Therefore, subtract many In seismic isolation technology, comparative maturity have anti-buckling support, the displacement relationship type antivibrator of building, speed phase Pass type antivibrator, compound energy dissipation damper and shock insulation rubber bearing etc..And rubber-type friction energy dissipation device cost Low, performance is high, easily produce, and easily installs, its precompression is adjustable, displacement capacity big, has good absorption to disappear Energy ability, does not produce surrender in friction energy dissipation displacement process, and also the ability of wind resistance reaction, is that one has Certain advanced cushion technique.But existing rubber-type friction energy dissipation device is when earthquake, intermediate friction steel plate The problem that sideslip unstability can occur, reduces energy dissipation capacity, causes sinker unstable properties.In addition rubber-type A sliding damping force size for friction energy dissipation device cannot regulate control, reduces the adaptation of product.It is thus desirable to one Planting rubber-type friction energy dissipation amortisseur, the intermediate friction steel plate solving existing rubber-type friction energy dissipation device runs Unstability and a sliding damping force size partially cannot regulate control problem.
Utility model content
This utility model is for the deficiencies in the prior art, it is provided that the rubber-type friction energy dissipation of a kind of simple in construction subtracts Shake device, solves the intermediate friction steel plate generation sideslip unstability of existing rubber-type friction energy dissipation device and plays sliding damping force Size cannot regulate control problem.
The technical solution of the utility model is achieved in that this rubber-type friction energy dissipation amortisseur includes friction Steel plate and the positioning baffle being fixed between upper and lower grip block, described friction steel plate is along positioning baffle linear slide; It is provided with rub resistance rubber slab between described friction steel plate and up and down grip block;Described friction steel plate is provided with bolt Connecting hole;Described upper and lower grip block is threadeded with precompressed bolt hole thereon by precompressed bolt.
Described rub resistance rubber slab one side is fixed on the contact surface of upper and lower grip block or two-sided is fixed on friction On steel plate.
Described positioning baffle has two panels, and this positioning baffle is fixed between upper and lower grip block by hex bolts In the both ends of the surface of left and right;Gap is left between described positioning baffle top and up and down grip block.
Described upper and lower grip block length 200~500mm, width 200~300mm, thickness 10~30mm;Described Friction steel plate a length of 350~600mm, width 150~250mm, thickness 10~30mm.
The thickness of described rub resistance rubber slab is 3~10mm, and tundish is wrapped with one layer can reduce sheet rubber pressurized The frame board of deformation, the thickness of described frame board is 2~3mm.
Described friction steel plate one end is bolted hole and is connected with structure built-in fitting, and the other end is by welding side Formula is connected with structure built-in fitting.
Described precompressed bolt uses 8.8 grades or 10.9 grade high-strength bolts.
This utility model solves defect present in background technology, has the advantages that
This utility model solves the intermediate friction steel plate generation sideslip unstability of existing rubber-type friction energy dissipation device and rises Sliding damping force size cannot regulate control problem.The precompressed bolt on upper and lower grip block is screwed in by precompressed bolt In hole, the precompression of generation makes friction steel plate and rub resistance rubber slab compress and produce sliding damping force.Rise sliding Damping force size is controlled by precompression regulation, makes intermediate friction steel plate not sideslip lose by two panels positioning baffle Surely, energy dissipation capacity and sinker stability are improved.
Accompanying drawing explanation
Fig. 1 is the structural representation of rubber-type friction energy dissipation amortisseur;
Fig. 2 is the schematic top plan view of Fig. 1;
In figure: the upper and lower grip block of 1-, 2-friction steel plate, 3-rub resistance rubber slab, 4-bolt connecting hole, 5- Precompressed bolt hole, 6-hex bolts, 7-positioning baffle, 8-precompressed bolt.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, to the technical side in this utility model embodiment Case is clearly and completely described, it is clear that described embodiment is only that this utility model part is real Execute example rather than whole embodiments.Based on the embodiment in this utility model, ordinary skill people The every other embodiment that member is obtained under not making creative work premise, broadly falls into this utility model The scope of protection.
A kind of rubber-type friction energy dissipation amortisseur as depicted in figs. 1 and 2, including friction steel plate 2 be fixed on Positioning baffle 7 between grip block 1 up and down, friction steel plate 2 is along positioning baffle 7 linear slide;Friction steel plate It is provided with rub resistance rubber slab 3 between 2 and upper and lower grip block 1;Friction steel plate 2 is provided with bolt connecting hole 4; Grip block 1 is threadeded with precompressed bolt hole 5 thereon by precompressed bolt 8 up and down.The rub resistance that 4mm is thick Rubber slab 3 one side is pasted onto on the contact surface of upper and lower grip block 1, and friction rubber plate 3 also wraps up along sliding side Edge before and after grip block up and down 1 upwards, so can increase friction further, improves stability.Or 4mm rub resistance rubber slab 3 it is stained with on the two sides of friction steel plate 2.Positioning baffle 7 has two panels, this positioning baffle 7 are fixed in the left and right both ends of the surface between upper and lower grip block 1 by hex bolts 6;Positioning baffle 7 top with Gap is left up and down between grip block 1.Grip block 1 length 200~500mm up and down, width 200~300mm, Thickness 10~30mm;Friction steel plate 2 a length of 350~600mm, width 150~250mm, thickness 10~ 30mm.The thickness of rub resistance rubber slab 3 is 3~10mm, and tundish is wrapped with one layer can reduce sheet rubber pressurized The frame board of deformation, reduces long-time use sheet rubber strength retrogression.The thickness of frame board is 2~3mm.Rub Wiping steel plate 2 one end is bolted hole 4 and is connected with structure built-in fitting, and the other end passes through welding manner and knot Structure built-in fitting connects, and reduces the required precision installed, and is conducive to installing.Precompressed bolt 8 use 8.8 grades or 10.9 grade high-strength bolts, it is real that quantity produces pretension by calculating torque spanner in high-strength bolt Existing required precompression.Two sides clamping steel plate 1 is fixed with 4 M30 10.9 grade high-strength bolts, sets precompressed Power is 50T, tightens each bolt with torque spanner, and adds spring pad bolt, each bolt precompression 12.5T. The positioning baffle 7 of both sides six hex bolts 6 are fixed.
Work process of the present utility model is: screw in the precompressed spiral shell on upper and lower grip block 1 by precompressed bolt 8 In keyhole, the precompression of generation makes friction steel plate 2 and rub resistance rubber slab 3 compress and has produced sliding damping force. Play sliding damping force size to be controlled by precompression regulation, i.e. produced in precompressed bolt 8 in advance by torque spanner Pulling force realizes required precompression.Intermediate friction steel plate 2 not sideslip unstability is made by two panels positioning baffle 7, Positioning baffle 7 top and upper and lower grip block 1 leave gap so that it is do not affect friction displacement, improve power consumption energy Power and sinker stability.Building is when by load or chance small earthquake, and its shearing force has been less than sliding resistance During Buddhist nun's power, between friction steel plate 2 and rub resistance rubber slab 3, do not produce relative displacement, can come at precompression Control horizontal rigidity.When big shake effect, friction steel plate 2, rub resistance rubber slab 3 produce after overcoming damping force Relative displacement, displacement capacity is very big, on the one hand the ability of Seismic input is dissipated, on the other hand makes building Horizontal rigidity diminishes, and the hysteresis loop of its power consumption is full, and energy dissipation capacity is relatively big, and Performance comparision is stable, it is to avoid Deformation that during big shake, building is big and destroy.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, All within spirit of the present utility model and principle, any modification, equivalent substitution and improvement etc. made, all Within protection domain of the present utility model should be included in.

Claims (7)

1. a rubber-type friction energy dissipation amortisseur, it is characterised in that include friction steel plate (2) and be fixed on Positioning baffle (7) between grip block (1) up and down, described friction steel plate (2) is along positioning baffle (7) linear slide; Rub resistance rubber slab (3) it is provided with between described friction steel plate (2) and upper and lower grip block (1);Described friction steel plate (2) It is provided with bolt connecting hole (4);Described upper and lower grip block (1) is by precompressed bolt (8) and precompressed bolt thereon Hole (5) is threaded.
Rubber-type friction energy dissipation amortisseur the most according to claim 1, it is characterised in that: described antifriction Wipe rubber slab (3) one side be fixed on the contact surface of upper and lower grip block (1) or two-sided be fixed on friction steel plate (2) On.
Rubber-type friction energy dissipation amortisseur the most according to claim 1 and 2, it is characterised in that: described Positioning baffle (7) has two panels, this positioning baffle (7) by hex bolts (6) be fixed on upper and lower grip block (1) it Between left and right both ends of the surface on;Gap is left between described positioning baffle (7) top and upper and lower grip block (1).
Rubber-type friction energy dissipation amortisseur the most according to claim 3, it is characterised in that: described up and down Grip block (1) length 200~500mm, width 200~300mm, thickness 10~30mm;Described friction steel plate (2) a length of 350~600mm, width 150~250mm, thickness 10~30mm.
Rubber-type friction energy dissipation amortisseur the most according to claim 4, it is characterised in that: described resistance to The thickness of friction rubber plate (3) is 3~10mm, and tundish is wrapped with one layer can reduce sheet rubber compressive deformation Frame board, the thickness of described frame board is 2~3mm.
Rubber-type friction energy dissipation amortisseur the most according to claim 5, it is characterised in that rub described in: Wipe steel plate (2) one end to be bolted hole (4) and is connected with structure built-in fitting, the other end pass through welding manner and Structure built-in fitting connects.
Rubber-type friction energy dissipation amortisseur the most according to claim 5, it is characterised in that: described pre- Pressure bolt (8) uses 8.8 grades or 10.9 grade high-strength bolts.
CN201620406345.1U 2016-05-06 2016-05-06 Rubber type friction energy dissipation bumper shock absorber Active CN205617594U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620406345.1U CN205617594U (en) 2016-05-06 2016-05-06 Rubber type friction energy dissipation bumper shock absorber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620406345.1U CN205617594U (en) 2016-05-06 2016-05-06 Rubber type friction energy dissipation bumper shock absorber

Publications (1)

Publication Number Publication Date
CN205617594U true CN205617594U (en) 2016-10-05

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108843727A (en) * 2018-07-24 2018-11-20 江苏科技大学 A kind of detachable dentation friction template damper
CN109667883A (en) * 2018-12-26 2019-04-23 长沙理工大学 Rubber damping dissipative damping device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108843727A (en) * 2018-07-24 2018-11-20 江苏科技大学 A kind of detachable dentation friction template damper
CN109667883A (en) * 2018-12-26 2019-04-23 长沙理工大学 Rubber damping dissipative damping device

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GR01 Patent grant
C14 Grant of patent or utility model
CP03 Change of name, title or address

Address after: 650000 D-2-4-1 and D-2-4-2 block, Kunming international printing and packing City, Guandu Industrial Zone, Kunming, Yunnan

Patentee after: Zhenan Science and Technology Co., Ltd.

Address before: 650217 D-2-4-1 D-2-4-2 block, Kunming international printing and packing City, Guandu Industrial Zone, Kunming, Yunnan

Patentee before: YUNNAN QUAKESAFE SEISMIC ISOLATION TECHNOLOGIES Co.,Ltd.

CP03 Change of name, title or address