CN106638977B - Vertically to and horizontal direction combine shock isolating pedestal - Google Patents
Vertically to and horizontal direction combine shock isolating pedestal Download PDFInfo
- Publication number
- CN106638977B CN106638977B CN201710082473.4A CN201710082473A CN106638977B CN 106638977 B CN106638977 B CN 106638977B CN 201710082473 A CN201710082473 A CN 201710082473A CN 106638977 B CN106638977 B CN 106638977B
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- CN
- China
- Prior art keywords
- shock isolating
- isolating pedestal
- seismic isolation
- isolation support
- rope
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Vertically to and the method for shock isolating pedestal that combines of horizontal direction be, vertically to and the shock isolating pedestal that combines of horizontal direction be to be combined by vertical shock isolating pedestal and horizontal seismic isolation support；Vertical shock isolating pedestal is rubber earthquake isolation support, and one layer of steel plate, together, the energy dissipation capacity deformed using rubber hysteresis, the damping force provided is to the good damping of the impact force of vertical direction for one layer of rubber slab multiple-layer stacked；Horizontal seismic isolation support is swing type shock isolating pedestal, there is bridging piece, rope and bearing plate, and the end face of bridging piece and the upper end of rope connect, and the lower end of rope and the end face of bearing plate connect；Utilize the impact force in the inertia force consumption level direction of the barrier and buildings quality of suspension rope.Vertical shock isolating pedestal is set on ground, is first order shock isolating pedestal, horizontal seismic isolation support is set above vertical shock isolating pedestal, be second level shock isolating pedestal, buildings are set above horizontal seismic isolation support.
Description
Technical field
The invention belongs to civil engineering structure technical fields, are related to the earthquake isolation technology of buildings, especially " vertical
To and horizontal direction combine shock isolating pedestal ", alternatively referred to as " universal shock isolating pedestal ", shaken over the ground primarily directed to heavy construction object
Shock insulation and damping.
Background technique
The impact direction of seismic wave is a kind of to be vertically oriented there are two types of form, a kind of to be horizontally oriented.Chinese patent
Application number: 201110086721.5, " lead rubber laminated bearing ", since such seat structure is simpler, shock insulation subtracts
It is preferable to shake effect, is used in some building constructions, has preferable earthquake isolation to act on the impact force of vertical direction, but
It is, it is weaker to the earthquake isolation effect of horizontal direction impact force.Chinese Patent Application No.: 201310247242.6 " one
The kind multidirectional Self-resetting isolation structure of building ", the building firm installation is connected on foundation base upper surface, upper foundation base
Bottom resets spherical surface flange equipped with shock insulation, and spherical surface flange corresponding position is resetted with shock insulation on lower foundation base, and to be equipped with concave spherical surface multidirectional
Self-resetting shock insulation component.Horizontal direction impact force of this structure primarily directed to all directions, impact to vertical direction
The isolating affection of power is poor.Chinese Patent Application No.: 201310412692.6, " a kind of bidirectional rolling pendulum shock isolating pedestal " is this
Structure geological process occur when, upper and lower plates occur relative displacement, drive roll swing rod arcuately track groove curved surface swing, be
Structure provides restoring force, and control structure displacement reduces structural response, guarantees structure safety.This patent application utilizes curved track
The curved surface swing of road slot reaches damping, and it is very good to conceive, and still, the compression of swing rod is too big, and the difficulty of structure fabrication can increase.
Summary of the invention
In order to improve the shock isolating pedestal series of heavy construction object, the present invention try hard to provide it is a kind of vertically to and horizontal direction group
The shock isolating pedestal of conjunction, this is a kind of universal shock isolating pedestal.
The technical solution adopted by the present invention to solve the technical problems is: vertically to and horizontal direction combine shock isolating pedestal
Method is, vertically to and the shock isolating pedestal that combines of horizontal direction be to be combined by vertical shock isolating pedestal and horizontal seismic isolation support；Vertically
Shock isolating pedestal, one layer of steel plate, one layer of rubber slab multiple-layer stacked is together；Horizontal seismic isolation support has bridging piece, rope and bearing plate, chooses
The end face of plate and the upper end of rope connect, and the lower end of rope and the end face of bearing plate connect；Vertical shock isolating pedestal is set on ground,
For first order shock isolating pedestal, horizontal seismic isolation support is set above vertical shock isolating pedestal, is second level shock isolating pedestal, horizontal seismic isolation branch
Buildings are arranged in seat above, that is, the bottom of vertical shock isolating pedestal is placed in ground, and the bridging piece of horizontal seismic isolation support is mounted on vertical
On the panel of straight shock isolating pedestal, the pedestal of buildings is placed on above bearing plate.The bridging piece of horizontal seismic isolation support is load-bearing
Bottom plate, the live part of stress is other than the circle of rope composition, and bearing plate is the panel of load-bearing, and the live part of stress is in rope group
At circle within.Horizontal seismic isolation support and vertical shock isolating pedestal are an entirety, vertical shock isolating pedestal outside, below, water
Flat shock isolating pedestal inside, above.
The invention has the advantages that vertically to and the method for shock isolating pedestal that combines of horizontal direction be, vertically to and it is horizontal
It to combined shock isolating pedestal is combined by vertical shock isolating pedestal and horizontal seismic isolation support；Vertical shock isolating pedestal is rubber vibration isolation branch
Seat, one layer of steel plate, one layer of rubber slab multiple-layer stacked together, using rubber hysteresis deform energy dissipation capacity, the damping force provided
To the good damping of the impact force of vertical direction；Horizontal seismic isolation support is swing type shock isolating pedestal, there is bridging piece, rope and bearing plate,
The end face of bridging piece and the upper end of rope connect, and the lower end of rope and the end face of bearing plate connect；Barrier and building using suspension rope
The impact force in the inertia force consumption level direction of weight.Vertical shock isolating pedestal is set on ground, is first order shock insulation branch
, horizontal seismic isolation support is set above vertical shock isolating pedestal, is second level shock isolating pedestal, building is set above horizontal seismic isolation support
Object.
Detailed description of the invention
Fig. 1 vertically to and horizontal direction combine shock isolating pedestal decomposition diagram.
Fig. 2 vertically to and horizontal direction combine shock isolating pedestal assembling schematic diagram.
Fig. 3 vertically to and horizontal direction combine shock isolating pedestal application examples schematic diagram.
In fig. 1, fig. 2 and fig. 3,1. horizontal seismic isolation supports, 1.1. bridging piece, 1.2. rope, 1.3. bearing plate, 2. vertically every
Shake support, 2.1. steel plate, 2.2. rubber slab, 2.3 lead for retractable pencils, 3. buildings, 3.1. pedestal.
Specific embodiment
In Fig. 1, Fig. 2 and Fig. 3, vertically to and the shock isolating pedestal that combines of horizontal direction be by vertical shock isolating pedestal 2 with it is horizontal
Shock isolating pedestal 1 is combined into；Vertical shock isolating pedestal 2 is lead rubber laminated bearing, one layer of steel plate 2.1, one layer of 2.2 multilayer of rubber slab
It is superimposed, in the steel plate 2.1 of superposition and the Kong Zhongyou lead for retractable pencil 2.3 of rubber slab 2.2；Horizontal seismic isolation support 1 be swing type every
Shake support, there is a bridging piece 1.1, rope 1.2 and bearing plate 1.3, the end face of bridging piece 1.1 are connect with 1.2 upper end of restricting, restrict 1.2 lower end
It is connect with the end face of bearing plate 1.3；Vertical shock isolating pedestal 2 is set on ground, is first order shock isolating pedestal, vertical shock insulation branch
Horizontal seismic isolation support 1 is arranged in seat 2 above, is second level shock isolating pedestal, and buildings are arranged in horizontal seismic isolation support 1 above, that is, hang down
The bottom of straight shock isolating pedestal 2 is placed in ground, and the bridging piece 1.1 of horizontal seismic isolation support 1 is mounted on the panel of vertical shock isolating pedestal 2
On, the pedestal 3.1 of buildings 3 is placed on above bearing plate 1.3.The bridging piece 1.1 of horizontal seismic isolation support 1 is the bottom plate of load-bearing,
The live part of stress is other than the circle that rope 1.2 forms, and bearing plate 1.3 is the panel of load-bearing, and the live part of stress is being restricted
Within the circle of 1.2 compositions.Horizontal seismic isolation support 1 and vertical shock isolating pedestal 2 are an entirety, vertical shock isolating pedestal 2 outside,
In the following, horizontal seismic isolation support 1 is inside, above.
Rope 1.2 can use the wirerope of multiply, and rope 1.2 and the bonding strength of bridging piece 1.1 and bearing plate 1.3 are extremely important
, connection type can refer to the Anchor Cable Technique of bridge.Vertical shock isolating pedestal 2 in figure can not have to this monolithic construction, can
Use four small, standard lead rubber laminated bearings respectively at four angles of bridging piece 1.1, equally play vertically to and horizontal direction
The purpose of combined shock isolating pedestal.Vertically to and the shock isolating pedestal that combines of horizontal direction can also there are many combining form, and show
Example in, monoblock type it is vertical to and horizontal direction combine shock isolating pedestal, be in order to allow producer provide profession production standard component.
Lead for retractable pencil 2.3 in vertical shock isolating pedestal 2 has been also consumption level direction impact force.
Claims (1)
1. vertically to and horizontal direction combine shock isolating pedestal, it is characterized in that: vertically to and horizontal direction combine shock isolating pedestal be by
Vertical shock isolating pedestal is combined into horizontal seismic isolation support；Vertical shock isolating pedestal, one layer of steel plate, one layer of rubber slab multiple-layer stacked is one
It rises；Horizontal seismic isolation support, there is a bridging piece, rope and bearing plate, and the end face of bridging piece and the upper end of rope connect, the lower end of rope and bearing plate
End face connection；Vertical shock isolating pedestal is set on ground, is first order shock isolating pedestal, is arranged above vertical shock isolating pedestal horizontal
Shock isolating pedestal is second level shock isolating pedestal, buildings is arranged above horizontal seismic isolation support, that is, the bottom of vertical shock isolating pedestal
It is placed in ground, the bridging piece of horizontal seismic isolation support is mounted on the panel of vertical shock isolating pedestal, and the pedestal of buildings is placed on
Above bearing plate, the bridging piece of horizontal seismic isolation support is the bottom plate of load-bearing, and the live part of stress is held other than the circle of rope composition
Pressing plate is the panel of load-bearing, and within the circle of rope composition, horizontal seismic isolation support is the live part of stress with vertical shock isolating pedestal
One entirety, vertical shock isolating pedestal outside, below；Horizontal seismic isolation support inside, above.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710082473.4A CN106638977B (en) | 2017-02-16 | 2017-02-16 | Vertically to and horizontal direction combine shock isolating pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710082473.4A CN106638977B (en) | 2017-02-16 | 2017-02-16 | Vertically to and horizontal direction combine shock isolating pedestal |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106638977A CN106638977A (en) | 2017-05-10 |
| CN106638977B true CN106638977B (en) | 2019-04-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710082473.4A Expired - Fee Related CN106638977B (en) | 2017-02-16 | 2017-02-16 | Vertically to and horizontal direction combine shock isolating pedestal |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109738478A (en) * | 2019-01-18 | 2019-05-10 | 绍兴文理学院元培学院 | A kind of high-precision body frost heaving process automation monitoring system |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1448597A (en) * | 2003-05-01 | 2003-10-15 | 东南大学 | Engineering structure multidimensional damping device |
| CN2727279Y (en) * | 2004-09-01 | 2005-09-21 | 广州大学 | Three-dimensional rubber shake-insulating holder |
| CN2839418Y (en) * | 2005-09-29 | 2006-11-22 | 同济大学 | Combined vibrating resisting support |
| JP3848214B2 (en) * | 2002-06-05 | 2006-11-22 | 東京ファブリック工業株式会社 | Horizontal force distribution bearing device |
| CN201943190U (en) * | 2011-01-21 | 2011-08-24 | 福州大学 | Prestress compound-section rubber shake separation support |
| CN103074947A (en) * | 2013-01-11 | 2013-05-01 | 株洲时代新材料科技股份有限公司 | Tuned mass damper adjustable in three directions |
-
2017
- 2017-02-16 CN CN201710082473.4A patent/CN106638977B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3848214B2 (en) * | 2002-06-05 | 2006-11-22 | 東京ファブリック工業株式会社 | Horizontal force distribution bearing device |
| CN1448597A (en) * | 2003-05-01 | 2003-10-15 | 东南大学 | Engineering structure multidimensional damping device |
| CN2727279Y (en) * | 2004-09-01 | 2005-09-21 | 广州大学 | Three-dimensional rubber shake-insulating holder |
| CN2839418Y (en) * | 2005-09-29 | 2006-11-22 | 同济大学 | Combined vibrating resisting support |
| CN201943190U (en) * | 2011-01-21 | 2011-08-24 | 福州大学 | Prestress compound-section rubber shake separation support |
| CN103074947A (en) * | 2013-01-11 | 2013-05-01 | 株洲时代新材料科技股份有限公司 | Tuned mass damper adjustable in three directions |
Non-Patent Citations (1)
| Title |
|---|
| 环形钢丝绳－叠层橡胶复合减隔震支座力学性能研究;万信华等;《武汉理工大学学报》;20160531;全文 |
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| CN106638977A (en) | 2017-05-10 |
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Effective date of registration: 20190312 Address after: No. 300 Zhihui Road, Kirin Science and Technology Innovation Park, Nanjing, Jiangsu Province, 211100 Applicant after: NANJING YUZHI INTELLIGENT TECHNOLOGY Co.,Ltd. Address before: 443002 Shiziling Road, Xiling District, Yichang City, Hubei Province, 10-102 Applicant before: Xu Changyi |
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Effective date of registration: 20200928 Address after: No. 910, unit 1, building 1, office building 2, Shimao Plaza, Yunlong District, Xuzhou City, Jiangsu Province Patentee after: Xuzhou Zhicheng Accounting Service Co.,Ltd. Address before: No. 300 Zhihui Road, Kirin Science and Technology Innovation Park, Nanjing, Jiangsu Province, 211100 Patentee before: NANJING YUZHI INTELLIGENT TECHNOLOGY Co.,Ltd. |
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