CN201835397U - TMD (tuned mass damper) device - Google Patents
TMD (tuned mass damper) device Download PDFInfo
- Publication number
- CN201835397U CN201835397U CN2010205052156U CN201020505215U CN201835397U CN 201835397 U CN201835397 U CN 201835397U CN 2010205052156 U CN2010205052156 U CN 2010205052156U CN 201020505215 U CN201020505215 U CN 201020505215U CN 201835397 U CN201835397 U CN 201835397U
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- viscoelastic damper
- adjustable
- damping unit
- spring
- base plate
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Abstract
The utility model relates to a TMD (tuned mass damper) device which comprises a top plate, a soleplate, a viscoelastic damper, springs and a mass block, wherein the mass block is fixed with the soleplate into a whole through a bolt; the number of the springs is four; spring guide rods penetrate into the springs and are divided into two rows to be clamped between the top plate and the soleplate, a gap exists between the bottom surface of each spring guide rod and the upper surface of the soleplate; each spring guide rod is connected with the soleplate through a bolt and also connected with the top plate through a screw A; the viscoelastic damper is positioned at the center of a space formed by the four springs, and the top end of the viscoelastic damper is connected with a shaft ball head; the shaft ball head is connected with a shaft ball head cover through a flange; the shaft ball head cover is fixed with the top plate through a screw B; and the bottom end of the viscoelastic damper is connected with the soleplate through a bolt. The TMD device has the advantages of simple structure, convenience in installation, low cost and remarkable energy consumption effect, and the frequency can be adjusted. The TMD device can be widely applied to the shock absorption of a building structure and a bridge.
Description
Technical field
The utility model relates to the damping unit of a kind of damping unit, particularly a kind of frequency adjustable.
Background technology
The effect of earthquake and wind load often makes high-rise and superelevation layer structure and bridge, vestibule because the bigger influence and the destruction of expansion effect generation of energy, in order to reduce influence and destructiveness, often need structurally to install some damping energy-dissipating devices, the most typical energy-dissipating device is exactly a damper.The phenomenon that has damping leakage of oil and so on that can not well absorb vibrational energy, have that has of Chang Yong damper in the market, and similar damper on the overseas market, requirement on machining accuracy is very high, and is very expensive.Crossover or vestibule for large span, it is except earthquake and wind action, the people is normal, and walking is the main cause that causes vibration, and the frequency of people when walking is often approaching with the natural frequency of crossover or vestibule, so the stream of people by the time cause resonance easily, if resonance frequency within the sensitive range of human psychological sensation, will exert an influence to people's comfort level.This just needs a kind of energy-dissipating device, should satisfy the requirement of these operating modes, also wants simultaneously well to absorb the energy that vibration produces, to satisfy the actual comfort level requirement of using.
Summary of the invention
The purpose of this utility model provides a kind of novel adjustable TMD damping unit, solve the technical problem of crossover or vestibule energy-dissipating and shock-absorbing; And the existing damper structure complexity of solution, the problem that involves great expense.TMD is that Tuned Mass Damper is the general abbreviation of tuned mass damper, TMD.
For achieving the above object, the utility model adopts following technical scheme: a kind of adjustable TMD damping unit, comprise top board, base plate, viscoelastic damper, spring and mass, described mass is fixed as one by bolt and base plate, described spring is four, spring inner is installed with spring guide, spring guide is clipped between top board and the base plate in two separate ranks, between the bottom surface of spring guide and the plate upper surface slit is arranged, and be connected by bolt with base plate, be connected by screw A with top board, described viscoelastic damper is positioned at the space center that four springs are formed, and the top of viscoelastic damper is connected with a bulb, and the axle bulb is connected by flange with axle bulb outer cover, axle bulb outer cover is fixed by screw B and top board, and the bottom of viscoelastic damper is connected by bolt with base plate.
Be lined with packing ring between the nut of described bolt and the base plate.
Described packing ring is lockmaking packing ring or bonded washer.
The height of described mass is less than the height of viscoelastic damper.
Described viscoelastic damper is formed by interior steel pipe and outer steel pipe intussusception, between the two-layer steel pipe viscoelastic material is arranged, and the cross section of described interior steel pipe and outer steel pipe is the ladder variable cross-section, and the bottom diameter of section is greater than the tip section diameter.
The global stiffness of described spring is 91.3KN/M ± 10%, and the gross mass of described mass is 440 ± 50KG.
Described top board is reserved with connecting hole in spring outward flange position, and two connecting hole middle positions are reserved with lifting eye.
Compared with prior art the utlity model has following characteristics and beneficial effect:
1) the related adjustable TMD damping unit of the utility model, it is good to subtract gust energy-dissipating property.Under extraneous incentive action, damping unit can respond rapidly, absorbs energy, and bigger power consumption effect is arranged, the effect of performance favorable damping, and the structural vibrations response is set behind the damping unit to be had more significantly and reduces, and energy-dissipating property is good.
2) the utility model damper frequency adjustable.Change by spring rate and mass quality can realize the damping unit frequency adjustable, when reality is used, can design different spring rates according to actual conditions and satisfy the different power consumption requirement of different parts with the mass quality.
3) the utility model simple structure is easy for installation
The member that adopts is building unit commonly used, installs very conveniently, during installation, only needs connector welded with the cover plate of damping unit or anchor ear shape is connected and gets final product.And the damping unit volume is little, and is in light weight, manually can operate, and greatly reduces installation cost, improved efficient.
The utility model has overcome traditional damping unit complex structure, involves great expense, and the unfavorable shortcoming of energy-dissipating property has solved the technical problem that realizes good energy-dissipating property and damping unit frequency adjustable by simple structure.
The utility model can be widely used in the shock insulation of high-rise super highrise building and bridge and crossover or vestibule.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the utility model top board and structure connection diagram.
Reference numeral: 1-top board, 2-base plate, 3-spring, 4-spring guide, 5-mass, 6-bolt, 7-viscoelastic damper, 8-axle bulb, 9-flange, 10-axle bulb outer cover, 11-screw A, 12-slit, 13-connecting hole, 14-lifting eye, 15-screw B.
The specific embodiment
Embodiment is referring to shown in Fig. 1～2, a kind of adjustable TMD damping unit, comprise top board 1, base plate 2, viscoelastic damper 7, spring 3 and mass 5, described mass 5 is fixed as one by bolt 6 and base plate 2, described spring 3 is four, spring inner is installed with spring guide 4, spring guide 4 is clipped between top board 1 and the base plate 2 in two separate ranks, slit 12 is arranged between the bottom surface of spring guide 4 and the plate upper surface, and be connected by bolt 6 with base plate 2, be connected by screw A11 with top board 1, described viscoelastic damper 7 is positioned at the space center that four springs 3 are formed, and the top of viscoelastic damper 7 is connected with a bulb 8, and axle bulb 8 is connected by flange 9 with axle bulb outer cover 10, axle bulb outer cover 10 is fixing by screw B15 and top board 1, and the bottom of viscoelastic damper 7 is connected by bolt 6 with base plate 2.Be lined with packing ring between the nut of described bolt 6 and the base plate 2.Described packing ring is lockmaking packing ring or bonded washer.The height of described mass 5 is less than the height of viscoelastic damper 7.Described viscoelastic damper 7 is formed by interior steel pipe and outer steel pipe intussusception, between the two-layer steel pipe viscoelastic material is arranged, and the cross section of described interior steel pipe and outer steel pipe is the ladder variable cross-section, and the bottom diameter of section is greater than the tip section diameter.The global stiffness of described spring 3 is 91.3KN/M ± 10%, and the gross mass of described mass 5 is 440 ± 50KG.Described top board 1 is reserved with connecting hole 13, two connecting hole middle positions and is reserved with lifting eye 14 in spring outward flange position.
Claims (7)
1. adjustable TMD damping unit, comprise top board (1), base plate (2), viscoelastic damper (7), spring (3) and mass (5), it is characterized in that: described mass (5) is fixed as one by bolt (6) and base plate (2), described spring (3) is four, spring inner is installed with spring guide (4), spring guide (4) is clipped between top board (1) and the base plate (2) in two separate ranks, slit (12) is arranged between the bottom surface of spring guide (4) and the plate upper surface, and be connected by bolt (6) with base plate (2), with top board (1) by screw A(11) be connected, described viscoelastic damper (7) is positioned at the space center that four springs (3) are formed, the top of viscoelastic damper (7) is connected with a bulb (8), axle bulb (8) is connected by flange (9) with axle bulb outer cover (10), axle bulb outer cover (10) is by screw B(15) fixing with top board (1), the bottom of viscoelastic damper (7) is connected by bolt (6) with base plate (2).
2. adjustable TMD damping unit according to claim 1 is characterized in that: be lined with packing ring between the nut of described bolt (6) and the base plate (2).
3. adjustable TMD damping unit according to claim 2 is characterized in that: described packing ring is lockmaking packing ring or bonded washer.
4. adjustable TMD damping unit according to claim 1 is characterized in that: the height of described mass (5) is less than the height of viscoelastic damper (7).
5. adjustable TMD damping unit according to claim 1, it is characterized in that: described viscoelastic damper (7) is formed by interior steel pipe and outer steel pipe intussusception, between the two-layer steel pipe viscoelastic material is arranged, the cross section of steel pipe and outer steel pipe is the ladder variable cross-section in described, and the bottom diameter of section is greater than the tip section diameter.
6. adjustable TMD damping unit according to claim 1 is characterized in that: the global stiffness of described spring (3) is 91.3KN/M ± 10%, and the gross mass of described mass (5) is 440 ± 50KG.
7. adjustable TMD damping unit according to claim 1 is characterized in that: described top board (1) is reserved with connecting hole (13) in spring outward flange position, and two connecting hole middle positions are reserved with lifting eye (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205052156U CN201835397U (en) | 2010-08-26 | 2010-08-26 | TMD (tuned mass damper) device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205052156U CN201835397U (en) | 2010-08-26 | 2010-08-26 | TMD (tuned mass damper) device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201835397U true CN201835397U (en) | 2011-05-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205052156U Expired - Lifetime CN201835397U (en) | 2010-08-26 | 2010-08-26 | TMD (tuned mass damper) device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201835397U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104562920A (en) * | 2015-01-15 | 2015-04-29 | 中交公路长大桥建设国家工程研究中心有限公司 | Disc spring and dynamic damper combined damping and energy dissipation device for transverse direction of bridge |
| CN104763766A (en) * | 2015-04-13 | 2015-07-08 | 徐赵东 | Vibration reduction and isolation device with viscoelastic core mat |
| CN105156578A (en) * | 2015-10-08 | 2015-12-16 | 无锡圣丰建筑新材料有限公司 | Vertical adjustable frequency modulation mass damper |
| CN105604185A (en) * | 2016-01-21 | 2016-05-25 | 倪黄女 | Earthquake-resistant building support connecting structure and method |
| CN106760847A (en) * | 2016-12-20 | 2017-05-31 | 上海史狄尔建筑减震科技有限公司 | Full assembled tuned mass damper, TMD |
| CN107558786A (en) * | 2017-08-29 | 2018-01-09 | 东南大学 | A kind of spring damping collaboration is every vibration damping/shake device |
| CN107605060A (en) * | 2017-08-29 | 2018-01-19 | 东南大学 | One kind is vertically cooperateed with every vibration damping/shake device and its application method |
| CN108343652A (en) * | 2017-12-20 | 2018-07-31 | 西安航空制动科技有限公司 | A kind of hydraulic vibration method eliminated in brake system experiment |
| CN108571061A (en) * | 2018-03-19 | 2018-09-25 | 中建三局基础设施建设投资有限公司 | A kind of large public building suspension type shelter bridge structure |
| CN108953463A (en) * | 2018-09-25 | 2018-12-07 | 南京林业大学 | A kind of double guide rail TMD dissipative damping devices applied to wind power generating set |
| CN109811922A (en) * | 2019-01-21 | 2019-05-28 | 北京工业大学 | A Duplex Tuned Particle Vibration Damping System with Pipe-like Structure |
| CN112031194A (en) * | 2020-08-31 | 2020-12-04 | 中交第二航务工程局有限公司 | TMD device with eddy current damper |
| CN113086465A (en) * | 2021-04-19 | 2021-07-09 | 浙江世仓智能仓储设备有限公司 | Self-adaptive damping goods shelf and implementation method thereof |
-
2010
- 2010-08-26 CN CN2010205052156U patent/CN201835397U/en not_active Expired - Lifetime
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104562920A (en) * | 2015-01-15 | 2015-04-29 | 中交公路长大桥建设国家工程研究中心有限公司 | Disc spring and dynamic damper combined damping and energy dissipation device for transverse direction of bridge |
| CN104763766A (en) * | 2015-04-13 | 2015-07-08 | 徐赵东 | Vibration reduction and isolation device with viscoelastic core mat |
| CN105156578A (en) * | 2015-10-08 | 2015-12-16 | 无锡圣丰建筑新材料有限公司 | Vertical adjustable frequency modulation mass damper |
| CN105604185A (en) * | 2016-01-21 | 2016-05-25 | 倪黄女 | Earthquake-resistant building support connecting structure and method |
| CN105604185B (en) * | 2016-01-21 | 2017-12-19 | 倪黄女 | A kind of earthquake-resistant structure support connection structure and attaching method thereof |
| CN106760847A (en) * | 2016-12-20 | 2017-05-31 | 上海史狄尔建筑减震科技有限公司 | Full assembled tuned mass damper, TMD |
| CN107558786B (en) * | 2017-08-29 | 2019-03-12 | 东南大学 | A kind of collaboration of spring damping is every vibration damping/shake device |
| CN107558786A (en) * | 2017-08-29 | 2018-01-09 | 东南大学 | A kind of spring damping collaboration is every vibration damping/shake device |
| CN107605060A (en) * | 2017-08-29 | 2018-01-19 | 东南大学 | One kind is vertically cooperateed with every vibration damping/shake device and its application method |
| CN107605060B (en) * | 2017-08-29 | 2019-11-12 | 东南大学 | A vertical cooperative vibration isolation/shock reduction device and its use method |
| CN108343652A (en) * | 2017-12-20 | 2018-07-31 | 西安航空制动科技有限公司 | A kind of hydraulic vibration method eliminated in brake system experiment |
| CN108343652B (en) * | 2017-12-20 | 2020-04-07 | 西安航空制动科技有限公司 | Method for eliminating hydraulic vibration in brake system test |
| CN108571061A (en) * | 2018-03-19 | 2018-09-25 | 中建三局基础设施建设投资有限公司 | A kind of large public building suspension type shelter bridge structure |
| CN108953463A (en) * | 2018-09-25 | 2018-12-07 | 南京林业大学 | A kind of double guide rail TMD dissipative damping devices applied to wind power generating set |
| CN109811922A (en) * | 2019-01-21 | 2019-05-28 | 北京工业大学 | A Duplex Tuned Particle Vibration Damping System with Pipe-like Structure |
| CN109811922B (en) * | 2019-01-21 | 2021-02-02 | 北京工业大学 | Dual-tuning particle vibration reduction system of pipeline structure |
| CN112031194A (en) * | 2020-08-31 | 2020-12-04 | 中交第二航务工程局有限公司 | TMD device with eddy current damper |
| CN113086465A (en) * | 2021-04-19 | 2021-07-09 | 浙江世仓智能仓储设备有限公司 | Self-adaptive damping goods shelf and implementation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: BEIJING INSTITUTE OF ARCHITECTURAL DESIGN Free format text: FORMER NAME: BEIJING CITY BUILDING DESIGN INST. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 100045 Beijing city Xicheng District South Road No. 62 Patentee after: BEIJING INSTITUTE OF ARCHITECTURAL DESIGN Address before: 100045 Beijing city Xicheng District South Road No. 62 Patentee before: Beijing City Building Design Inst. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20110518 |
|
| CX01 | Expiry of patent term |