[go: up one dir, main page]

CN102864850B - Anti-seismic device for high-rise rotating mechanism - Google Patents

Anti-seismic device for high-rise rotating mechanism Download PDF

Info

Publication number
CN102864850B
CN102864850B CN201110190561.9A CN201110190561A CN102864850B CN 102864850 B CN102864850 B CN 102864850B CN 201110190561 A CN201110190561 A CN 201110190561A CN 102864850 B CN102864850 B CN 102864850B
Authority
CN
China
Prior art keywords
core column
main body
rise
rotating
seismic
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201110190561.9A
Other languages
Chinese (zh)
Other versions
CN102864850A (en
Inventor
辛灏辉
刘怡鹏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tongji University
Original Assignee
Tongji University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tongji University filed Critical Tongji University
Priority to CN201110190561.9A priority Critical patent/CN102864850B/en
Publication of CN102864850A publication Critical patent/CN102864850A/en
Application granted granted Critical
Publication of CN102864850B publication Critical patent/CN102864850B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The invention relates to an anti-seismic device for a high-rise rotating mechanism. The high-rise rotating mechanism comprises a lower fixing component and a rotating body, the lower fixing component comprises a core column and a base, the lower end of the core column is fixed to the base, the upper end of the core column penetrates through the center of the rotating body, and the rotating body is sleeved on the core column. The anti-seismic device is characterized by comprising a yieldable rod, a damper and a seismic isolation layer, wherein the yieldable rod is arranged on the core column and connected with the rotating body, the damper is arranged between the core column and the rotating body, and the seismic isolation layer is arranged between the rotating body and the base. Compared with the prior art, the anti-seismic device is fine in anti-seismic performance and has a seismic resistance effect for a lower building.

Description

一种用于高层旋转机构的抗震装置An anti-seismic device for high-rise rotating mechanism

技术领域technical field

本发明涉及一种抗震装置,尤其是涉及一种用于高层旋转机构的抗震装置。The invention relates to an anti-seismic device, in particular to an anti-seismic device for a high-rise rotating mechanism.

背景技术Background technique

随着城市化进程的发展,大量高层建筑物屹立于城市中,为人们登高观景提供了条件,现在很多大中型城市均有在高层建筑物顶部建有旋转观光层以更好的满足这一需要。目前建造的顶部带旋转层的建筑物,通常采用的技术是:高层(超高层)建筑顶部旋转建筑物绕其下部主体固定建筑凸出的具有较大刚度的上凸部分为轴进行旋转。With the development of urbanization, a large number of high-rise buildings stand in the city, providing conditions for people to climb up and view the scenery. Now many large and medium-sized cities have built rotating sightseeing floors on the top of high-rise buildings to better meet this requirement. need. The building of the top band rotation layer of construction at present, the technology that usually adopts is: high-rise (super high-rise) building top rotation building rotates around its lower main body fixed building protruding upper convex part with greater rigidity as an axis.

真正的旋转结构,其旋转部分和下部是完全的脱开的,这不仅在结构设计上是一个难题,结构抗震难度很大,国内乃至世界上旋转建筑均很少。For a real rotating structure, the rotating part and the lower part are completely disengaged, which is not only a difficult problem in structural design, but also very difficult for the structure to resist earthquakes. There are very few rotating buildings in China and even in the world.

发明内容Contents of the invention

本发明的目的就是为了克服上述现有技术存在的缺陷而提供一种抗震性能好,可同时增强下层建筑抗震性能的用于高层旋转机构的抗震装置。The object of the present invention is to provide a kind of anti-seismic device for high-rise rotating mechanism which has good anti-seismic performance and can simultaneously enhance the anti-seismic performance of lower buildings in order to overcome the above-mentioned defects in the prior art.

本发明的目的可以通过以下技术方案来实现:一种用于高层旋转机构的抗震装置,所述的高层旋转机构包括下层固定组件和旋转主体,所述的下层固定组件包括核心柱和基部,所述的核心柱下端固定于基部,上端穿过旋转主体中心,所述的旋转主体套设于核心柱上,其特征在于,所述的抗震装置包括可屈服杆件、阻尼器和隔震层,所述的可屈服杆件设在核心柱上并与旋转主体连接,所述的阻尼器设在核心柱与旋转主体之间,所述的隔震层设在旋转主体和基部之间。The purpose of the present invention can be achieved through the following technical solutions: an anti-seismic device for a high-rise rotating mechanism, the high-rise rotating mechanism includes a lower fixing assembly and a rotating body, the lower fixing assembly includes a core column and a base, the The lower end of the core column is fixed to the base, and the upper end passes through the center of the rotating main body. The rotating main body is sleeved on the core column. It is characterized in that the anti-seismic device includes a yieldable rod, a damper and a seismic isolation layer. The yieldable rod is arranged on the core column and connected with the rotating body, the damper is arranged between the core column and the rotating body, and the shock-isolation layer is arranged between the rotating body and the base.

所述的隔震层内设有隔震支座。The shock-isolation layer is provided with a shock-isolation support.

所述的可屈服杆件通过设在核心柱上的卡扣与核心柱卡接。The yieldable bar is clamped with the core column through a buckle provided on the core column.

所述的旋转主体的频率与下层固定组件的自振频率接近。The frequency of the rotating body is close to the natural frequency of the lower fixed component.

与现有技术相比,本发明具有以下优点:Compared with the prior art, the present invention has the following advantages:

1)隔震层的水平刚度很小,地震时上部建筑的剪切变形集中在此层,从而减小旋转机构所受的剪力,防止整体结构的破坏。1) The horizontal stiffness of the seismic isolation layer is very small, and the shear deformation of the superstructure is concentrated on this layer during an earthquake, thereby reducing the shear force on the rotating mechanism and preventing the damage of the overall structure.

2)由于设有可屈服杆件,在遇到一般的风荷载以及小震时,旋转主体与基部刚性连接,不会引起过大的层间位移;当遇到大震时,可屈服杆件自行破坏,使得隔震层发挥作用。2) Due to the provision of yieldable rods, when encountering general wind loads and small earthquakes, the rotating body is rigidly connected to the base without causing excessive interstory displacement; when encountering major earthquakes, the yieldable rods Self-destruction, allowing the shock-isolation layer to function.

3)在旋转主体与核心柱之间设有阻尼器,利用阻尼器的耗能性能以及旋转主体与基部之间不连续产生相对位移的特点,确保旋转主体消能减震的性能。3) A damper is provided between the rotating body and the core column, and the energy dissipation performance of the damper and the discontinuous relative displacement between the rotating body and the base are used to ensure the performance of energy dissipation and shock absorption of the rotating body.

4)隔震层设在高层,不需要特意为隔震层在地震时发生的较大位移预留空间,也不必设置与预留空间相对应的构造措施,而且可以使整个建筑结构的抗倾覆力矩与倾覆力矩的比值增大,保证抗震结构在地震时不发生倾覆破坏。4) The seismic isolation layer is set on a high-rise, and there is no need to reserve space for the large displacement of the seismic isolation layer during an earthquake, and it is not necessary to set up structural measures corresponding to the reserved space, and it can make the entire building structure anti-overturning The ratio of the moment to the overturning moment is increased to ensure that the anti-seismic structure does not overturn and fail during an earthquake.

5)本方案将顶部的旋转主体视为调频质量阻尼器,不仅解决了旋转主体自身的抗震问题,而且对基部的抗震也有显著的效果,实现了抗震双赢。5) This scheme regards the rotating body at the top as a frequency-modulated mass damper, which not only solves the seismic problem of the rotating body itself, but also has a significant effect on the seismic resistance of the base, achieving a win-win situation for earthquake resistance.

附图说明Description of drawings

图1为本发明的主视结构示意图;Fig. 1 is the front view structure schematic diagram of the present invention;

图2为本发明的俯视结构示意图;Fig. 2 is the top view structure schematic diagram of the present invention;

图3为本发明的立体结构示意图。Fig. 3 is a schematic diagram of the three-dimensional structure of the present invention.

具体实施方式Detailed ways

下面结合附图和具体实施例对本发明进行详细说明。The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments.

实施例Example

如图1~3所示,一种用于高层旋转机构的抗震装置,高层旋转机构包括旋转主体6和下层固定组件,该下层固定组件包括核心柱5和基部7,核心柱5下端固定于基部7,上端穿过旋转主体6中心,旋转主体6套设于核心柱5上,以核心柱5为轴进行旋转。隔震层3设在旋转主体6和基部7之间,隔震层3内设有隔震支座2,地震时上部建筑的剪切变形集中在此层,从而减小旋转主体6底部传力构件所受的剪力,防止整体结构的破坏。由于隔震层3设在高层,不需要特意为隔震层在地震时发生的较大位移预留空间,也不必设置与预留空间相对应的构造措施,而且可以使整个建筑结构的抗倾覆力矩与倾覆力矩的比值增大,保证抗震结构在地震时不发生倾覆破坏。可屈服杆件4卡接在核心柱5上并与旋转主体6连接,在遇到一般的风荷载以及小震时,旋转主体6与基部7刚性连接,不会引起过大的层间位移;可屈服杆件4的强度根据震级确定,当震级达到预设震级时,可屈服杆件4自行破坏,使得隔震层3发挥作用。阻尼器1设在旋转主体6与核心柱5之间,用阻尼器1的耗能性能以及旋转主体6与基部7之间不会连续产生相对位移的特点,确保旋转主体6消能减震的性能。As shown in Figures 1 to 3, an anti-seismic device for a high-rise rotating mechanism, the high-rise rotating mechanism includes a rotating main body 6 and a lower fixing assembly, the lower fixing assembly includes a core column 5 and a base 7, and the lower end of the core column 5 is fixed to the base 7. The upper end passes through the center of the rotating main body 6, and the rotating main body 6 is sleeved on the core column 5, and rotates around the core column 5 as an axis. The seismic isolation layer 3 is set between the rotating main body 6 and the base 7, and the seismic isolation support 2 is arranged inside the seismic isolation layer 3. During an earthquake, the shear deformation of the superstructure is concentrated on this layer, thereby reducing the force transmission at the bottom of the rotating main body 6. The shear force on the member prevents the damage of the overall structure. Since the seismic isolation layer 3 is set on a high-rise, there is no need to reserve space for the large displacement of the seismic isolation layer during an earthquake, and it is not necessary to set up structural measures corresponding to the reserved space, and it can make the entire building structure anti-overturning The ratio of the moment to the overturning moment is increased to ensure that the anti-seismic structure does not overturn and fail during an earthquake. The yieldable rod 4 is clamped on the core column 5 and connected with the rotating main body 6. When encountering general wind load and small earthquake, the rotating main body 6 is rigidly connected with the base 7, which will not cause excessive interstory displacement; The strength of the yieldable bar 4 is determined according to the earthquake magnitude, and when the earthquake magnitude reaches a preset magnitude, the yieldable bar 4 is destroyed by itself, so that the seismic isolation layer 3 can play a role. The damper 1 is arranged between the rotating main body 6 and the core column 5, and the energy dissipation performance of the damper 1 and the characteristics of no continuous relative displacement between the rotating main body 6 and the base 7 ensure the energy dissipation and shock absorption of the rotating main body 6. performance.

将本发明装置应用于高层旋转餐厅,在设计时,考虑质量和刚度,调节旋转餐厅的频率,使其与下层固定建筑的自振频率接近,根据调频质量阻尼器(tuned massdamper)理论,可以使旋转餐厅减震的同时,对下层固定建筑的抗震也发挥了有利作用。Apply the device of the present invention to a high-rise revolving restaurant. When designing, consider the quality and stiffness to adjust the frequency of the revolving restaurant so that it is close to the natural frequency of the fixed building on the lower floor. According to the tuned mass damper (tuned massdamper) theory, it can make While the revolving restaurant is shock-absorbing, it also plays a beneficial role in the earthquake resistance of the fixed building below.

本发明装置除了旋转餐厅外,还可以应用于旋转观光厅等高层旋转建筑。In addition to the revolving restaurant, the device of the present invention can also be applied to high-rise revolving buildings such as revolving sightseeing halls.

Claims (4)

1. the antishock device for high-rise rotating mechanism, described high-rise rotating mechanism comprises lower floor's fixation kit and rotating main body, described lower floor's fixation kit comprises core column and base portion, base portion is fixed in described core column lower end, upper end is through rotating main body center, described rotating main body is sheathed on core column, it is characterized in that, described antishock device comprises can surrender rod member, damper and Seismic Isolation of Isolation Layer, described surrendered to rod member is located on core column and with rotating main body and is connected, described damper is located between core column and rotating main body, described Seismic Isolation of Isolation Layer is located between rotating main body and base portion.
2. a kind of antishock device for high-rise rotating mechanism according to claim 1, is characterized in that, in described Seismic Isolation of Isolation Layer, is provided with shock isolating pedestal.
3. a kind of antishock device for high-rise rotating mechanism according to claim 1, is characterized in that, described surrendered to rod member is by being located at buckle and the core column clamping on core column.
4. a kind of antishock device for high-rise rotating mechanism according to claim 1, is characterized in that, the natural frequency of the frequency of described rotating main body and lower floor's fixation kit approaches.
CN201110190561.9A 2011-07-08 2011-07-08 Anti-seismic device for high-rise rotating mechanism Expired - Fee Related CN102864850B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201110190561.9A CN102864850B (en) 2011-07-08 2011-07-08 Anti-seismic device for high-rise rotating mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201110190561.9A CN102864850B (en) 2011-07-08 2011-07-08 Anti-seismic device for high-rise rotating mechanism

Publications (2)

Publication Number Publication Date
CN102864850A CN102864850A (en) 2013-01-09
CN102864850B true CN102864850B (en) 2014-10-22

Family

ID=47443958

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201110190561.9A Expired - Fee Related CN102864850B (en) 2011-07-08 2011-07-08 Anti-seismic device for high-rise rotating mechanism

Country Status (1)

Country Link
CN (1) CN102864850B (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1715599A (en) * 2004-07-01 2006-01-04 于建平 Space craft type large hotel
CN101131001A (en) * 2006-08-23 2008-02-27 劳拉·米科尔·菲舍尔 rotatable building structure
CN201292575Y (en) * 2008-11-19 2009-08-19 江苏省江建集团有限公司 Rotary platform of rotary restaurant in high-rise building
CN101949230A (en) * 2010-10-08 2011-01-19 马丹萌 Sightseeing sunflower photovoltaic power station building with revolving restaurant

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE794400A (en) * 1972-01-28 1973-05-16 World Inventions Ltd ROTATING STRUCTURE, ESPECIALLY FOR RESTAURANTS AND SIMILAR SERVICES
US7107725B2 (en) * 2000-10-13 2006-09-19 Albert E. Johnstone, III Swivel joint apparatus and method for utility supply to a rotatable building
US20050150179A1 (en) * 2004-01-12 2005-07-14 Valentin Shustov Earthquake Protector

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1715599A (en) * 2004-07-01 2006-01-04 于建平 Space craft type large hotel
CN101131001A (en) * 2006-08-23 2008-02-27 劳拉·米科尔·菲舍尔 rotatable building structure
CN201292575Y (en) * 2008-11-19 2009-08-19 江苏省江建集团有限公司 Rotary platform of rotary restaurant in high-rise building
CN101949230A (en) * 2010-10-08 2011-01-19 马丹萌 Sightseeing sunflower photovoltaic power station building with revolving restaurant

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
旋转餐厅的现状研究;聂凤玲;《甘肃科技》;20091130;第25卷(第21期);第79-80页 *
某高层建筑顶部悬挑旋转餐厅的侧移分析;王晓红;《甘肃科技》;20100930;第26卷(第17期);第130-131页 *

Also Published As

Publication number Publication date
CN102864850A (en) 2013-01-09

Similar Documents

Publication Publication Date Title
CN104389350B (en) Universal hinge tensile vibration isolation support
CN103362147B (en) The multidirectional Self-resetting isolation structure of a kind of building
CN209585290U (en) A kind of laminated rubber bases
CN104032847B (en) A kind of compounded shock isolating pedestal based on displacement control
CN101775842A (en) Three-dimensional shock absorbing support
CN109898681A (en) A kind of high-bearing capacity tension energy consumption earthquake isolating equipment
CN103898985B (en) A kind of beam column ball pivot node
CN110159045A (en) A kind of cylinder anti-seismic structure
CN102296702A (en) Shape memory alloy self-resetting multi-dimensional shock insulation support
CN205857445U (en) Universal swing track brace type tuned mass damper
CN205557316U (en) Shock -absorbing bridge support
CN106835961A (en) A kind of air spring composite three-dimensional shock isolating pedestal
CN209429305U (en) Energy dissipation and shock absorption system for cantilever truss of T-shaped lever mechanism
CN102864850B (en) Anti-seismic device for high-rise rotating mechanism
CN105002997A (en) Open type damper arrangement mechanism
CN206545292U (en) A kind of high-rise construction earthquake resistance framework
CN204551783U (en) The magnetorheological multidimensional seismic isolation device of a kind of Self-resetting
CN202370097U (en) Anti-buckling supporting rubber pad shock insulation support
CN205530760U (en) Harmonious mass damper device of passive form variable damping
CN204850124U (en) Shock attenuation formula building house
CN202099875U (en) Shape memory alloy self-resetting multidimensional shock insulation support
CN209620734U (en) Energy dissipation and shock absorption system for cantilever truss of cross bracing mechanism
CN214117075U (en) A shock-absorbing device for civil engineering structures
CN107700913B (en) Multidimensional high-performance damper
CN205712556U (en) A kind of building aseismicity framework

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141022

Termination date: 20170708

CF01 Termination of patent right due to non-payment of annual fee