CN103628584A - Vibration control method of high-rise structure - Google Patents
Vibration control method of high-rise structure Download PDFInfo
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- CN103628584A CN103628584A CN201310018364.8A CN201310018364A CN103628584A CN 103628584 A CN103628584 A CN 103628584A CN 201310018364 A CN201310018364 A CN 201310018364A CN 103628584 A CN103628584 A CN 103628584A
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- tower
- control method
- vibration
- removable frame
- spring device
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- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000013016 damping Methods 0.000 claims abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 230000010358 mechanical oscillation Effects 0.000 description 1
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Abstract
The invention discloses a vibration control method of a high-rise structure. The vibration control method of the high-rise structure comprises a high-tower-type building structure. A movable structure with certain weight is arranged in the system of the high-tower-type building structure, a reset spring device is arranged on the movable structure in the moving direction of the movable structure, one end of the reset spring device is connected with the movable structure and the other end of the reset spring device is fixed to the inner portion of the high-tower-type building structure; the movable structure is connected with the high-tower-type building structure through a damping system. The vibration control method of the high-tower structure improves the vibration-resistant effect of the high-tower structure.
Description
Technical field
The present invention relates to a kind of vibration of high-tower structure control method, belong to the vibration-reducing construction field of building structure.
Background technology
Tuned mass damper is classical mechanical oscillation damping and energy dissipating method.
In machine-building in order to improve the machining accuracy of lathe, can utilize the parts of lathe own or add mass and make tuned mass damper (as utilized subsidiary motor housing or adding an iron block at lathe bed position) as mass body, obtained good effect, the vibration amplitude that greatly reduces lathe self, has improved machining accuracy.
Vibration isolation for high tower structure building, does not generally have good method.
Summary of the invention
In order to solve the vibration problem of high tower structure, the invention provides a kind of vibration of high-tower structure control method.
The object of the invention is to be achieved through the following technical solutions:
A kind of vibration of high-tower structure control method, comprise high tower building structure, in high tower architectural structure system, design a removable frame with certain mass, a returning spring device is set on the moving direction of described removable frame, one end of described returning spring device is connected with described removable frame, and the other end of described returning spring device is fixed on high tower building structure inside; Described removable frame is connected by between a damping system and high tower building structure.
Described removable frame is fire water box.
Described returning spring device is air spring.
The moving direction of described removable frame can be vertical direction or horizontal direction.
The described removable frame with certain mass refers to have the structure of the large density quality that can be used as oscillator, can be reinforced concrete structure body, cisten mechanism or other entity structures etc.
Vibration of high-tower structure control method of the present invention, has improved the effect of high tower structure antivibration.
Accompanying drawing explanation
According to drawings and embodiments the present invention is described in further detail below.
Fig. 1 is the enforcement schematic diagram of a kind of vibration of high-tower structure control method described in the embodiment of the present invention.
The specific embodiment
As shown in Figure 1, a kind of vibration of high-tower structure control method described in the embodiment of the present invention, comprise high tower building structure 1, in high tower building structure 1 system, design a removable frame 2 with certain mass, a returning spring device 3 is set on the moving direction of described removable frame 2, one end of described returning spring device 3 is connected with described removable frame 2, and the other end of described returning spring device 3 is fixed on high tower building structure 1 inside; Described removable frame 2 is connected by between a damping system 4 and high tower building structure 1.
Described removable frame 2 is fire water box.
Described returning spring device 3 is air spring.
The moving direction of described removable frame 2 can be vertical direction or horizontal direction.
The described removable frame with certain mass refers to have the structure of the large density quality that can be used as oscillator, can be reinforced concrete structure body, cisten mechanism or other entity structures etc.
Vibration of high-tower structure control method of the present invention, has improved the effect of high tower structure antivibration.
Claims (4)
1. a vibration of high-tower structure control method, comprise high tower building structure, in high tower architectural structure system, design a removable frame with certain mass, a returning spring device is set on the moving direction of described removable frame, one end of described returning spring device is connected with described removable frame, and the other end of described returning spring device is fixed on high tower building structure inside; Described removable frame is connected by between a damping system and high tower building structure.
2. a kind of vibration of high-tower structure control method as claimed in claim 1, is characterized in that, described removable frame is fire water box.
3. a kind of vibration of high-tower structure control method as claimed in claim 1, is characterized in that, described returning spring device is air spring.
4. a kind of vibration of high-tower structure control method as claimed in claim 1, is characterized in that, the moving direction of described removable frame can be vertical direction or horizontal direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310018364.8A CN103628584A (en) | 2013-01-18 | 2013-01-18 | Vibration control method of high-rise structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310018364.8A CN103628584A (en) | 2013-01-18 | 2013-01-18 | Vibration control method of high-rise structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103628584A true CN103628584A (en) | 2014-03-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310018364.8A Pending CN103628584A (en) | 2013-01-18 | 2013-01-18 | Vibration control method of high-rise structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN103628584A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507447A (en) * | 2016-01-26 | 2016-04-20 | 广州大学 | Passive variable damping tuned mass damper apparatus |
| WO2021000291A1 (en) * | 2019-07-03 | 2021-01-07 | 广州建筑股份有限公司 | Horizontal vibration control method for high-altitude lifting construction |
| CN113031721A (en) * | 2021-03-26 | 2021-06-25 | 山东英信计算机技术有限公司 | Shockproof server cabinet and earthquake transverse wave impact suppression case thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10212840A (en) * | 1997-01-30 | 1998-08-11 | Taisei Corp | Damping structure of steel frame |
| CN101024982A (en) * | 2007-03-22 | 2007-08-29 | 武汉理工大学 | 3-D vibration control method and controller for structural member |
| CN202148710U (en) * | 2010-11-30 | 2012-02-22 | 广州市设计院 | Building integrated structure system of television tower TMD vibration control damping layer |
| CN102644337A (en) * | 2012-05-14 | 2012-08-22 | 浙江工业大学 | Device and method for relieving wind-induced vibration of tall tower device |
-
2013
- 2013-01-18 CN CN201310018364.8A patent/CN103628584A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10212840A (en) * | 1997-01-30 | 1998-08-11 | Taisei Corp | Damping structure of steel frame |
| CN101024982A (en) * | 2007-03-22 | 2007-08-29 | 武汉理工大学 | 3-D vibration control method and controller for structural member |
| CN202148710U (en) * | 2010-11-30 | 2012-02-22 | 广州市设计院 | Building integrated structure system of television tower TMD vibration control damping layer |
| CN102644337A (en) * | 2012-05-14 | 2012-08-22 | 浙江工业大学 | Device and method for relieving wind-induced vibration of tall tower device |
Non-Patent Citations (3)
| Title |
|---|
| 徐至钧: "《建筑抗震设计与工程应用》", 31 December 2012, 同济大学出版社 * |
| 欧进萍等: "设置TMD、TLD控制系统的高层建筑风振分析与设计方法", 《地震工程与工程振动》 * |
| 王肇民: "《高耸结构振动控制》", 31 May 1997, 同济大学出版社 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507447A (en) * | 2016-01-26 | 2016-04-20 | 广州大学 | Passive variable damping tuned mass damper apparatus |
| CN105507447B (en) * | 2016-01-26 | 2018-02-16 | 广州大学 | A kind of passive type variable damping tuned mass damper device |
| WO2021000291A1 (en) * | 2019-07-03 | 2021-01-07 | 广州建筑股份有限公司 | Horizontal vibration control method for high-altitude lifting construction |
| CN113031721A (en) * | 2021-03-26 | 2021-06-25 | 山东英信计算机技术有限公司 | Shockproof server cabinet and earthquake transverse wave impact suppression case thereof |
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Application publication date: 20140312 |