CN109024964A - The house disk steel ball vibration abatement of imperial anti-10 grades of earthquakes - Google Patents
The house disk steel ball vibration abatement of imperial anti-10 grades of earthquakes Download PDFInfo
- Publication number
- CN109024964A CN109024964A CN201811085031.6A CN201811085031A CN109024964A CN 109024964 A CN109024964 A CN 109024964A CN 201811085031 A CN201811085031 A CN 201811085031A CN 109024964 A CN109024964 A CN 109024964A
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- CN
- China
- Prior art keywords
- house
- steel ball
- disk
- overall structure
- big
- 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.)
- Pending
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Classifications
-
- 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)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Pillars of a house room frame crossbeam floor is designed as top overall structure containing wall by this technology, has the big foot of circle in every pillar lower part design.There is big sufficient disk on whole ground, is lower part overall structure.Big foot disk is provided with several steel balls, and steel ball is upper and lower two integrally-built flexible connection points.The circle of every pillar lower part is sufficient greatly, above standing steel ball, supports the weight of top house integral structure.When earthquake, house top entirety waggle drives steel ball to roll around with rhythm, consumes the impact of seismic wave, the load bearing support center of gravity in house does not change, and house does not damage.When meeting 10 grades or more violent earthquakes, on the circular arc of steel ball rolling to disk inner edge, steel ball original place on circular arc is rolled, and is driven house top overall structure original place slightly to shake, is consumed the impact of seismic wave, house does not still damage.
Description
Technical field
This technology is related to the big sufficient disk steel ball rolling on a kind of ground, and whole weight bearing room frame overall movement is driven to consume
Seismic wave ensures the vibration abatement of building safety,
Background technique
Existing building is all ground and room frame in house is linked to be entirety, and room top is heavier when earthquake, when earthquake is rocked, top
The vertical load-bearing center (drift angle) larger, house top deviation of gravity center room frame supports is tilted, seismic wave is strong, and drift angle is big, room
Column room frame torsional deformation, some collapse.
Summary of the invention
This technology is that the pillars of a house room frame crossbeam floor in house is designed as top overall structure containing wall, every pillar lower part
Design has the big foot of circle.There is big sufficient disk on whole ground, is lower part overall structure.Big foot disk is provided with several steel balls, steel
Ball is upper and lower two integrally-built flexible connection points.The circle of every pillar lower part is sufficient greatly, above standing steel ball, supports top room
The integrally-built weight in room.When earthquake, house top entirety waggle drives steel ball to roll around with rhythm, and consumption is fallen on the ground
The load bearing support center of gravity of the impact of seismic wave, house does not change, and house is not damaged.
When meeting 10 grades or more violent earthquakes, on the circular arc of steel ball rolling to disk inner edge, steel ball original place on circular arc is rolled, band
Dynamic house top overall structure original place is slightly shaken, and consumes the impact of seismic wave, house is still not damaged.
Detailed description of the invention
Attached drawing: Fig. 1, big foot disc structure schematic diagram.
Fig. 2, steel ball support the schematic diagram in integral frame structure house.
Specific embodiment
1 steel ball, rotation weight bearing.2 big sufficient disks, like plate, 1 steel ball is set in interior baseplane, and circle bottom and border steel are constituted.
Steel ball is placed, 1 steel ball rolls in disk, and there are actuation dimensions, bottom and 4 grounds to be welded and fixed together for surrounding.3 frames, 2
The periphery shelves frame of big pedal disk, 1 steel ball of limitation do not go out frame.4 grounds, reinforced concrete structure, whole house foundation are linked to be entirety, on
There are 2 big pedal disks of corresponding every pillar in portion.
5 pillars, support house weight, and 5 columns, 7 crossbeams, every layer of 8 floor connect integral, reinforced concrete structure.6 bottoms
Layer collar tie beam and crossbeam.The big foot of 9 circles, the load part of pillar lower part, area ratio pillar basal area is much larger, steel plain, welding
On pillar reinforcing bar.
This technology is achieved in that
When earthquake, house top is whole with seismic wave entirety waggle, drives steel ball to roll around, the load-bearing knot in house
Structure and supporting gravity do not change, and the waggle of top entirety drives rolling around for steel ball, consume the impact of seismic wave,
House is not damaged.
Claims (1)
1. the house disk steel ball vibration abatement of imperial anti-10 grades of earthquakes, it is characterised in that: be by the pillars of a house room frame crossbeam building in house
Plate is designed as top overall structure containing wall, has the big foot of circle in every pillar lower part design；There is big sufficient disk on whole ground, is
Lower part overall structure；Big foot disk is provided with several steel balls, and steel ball is upper and lower two integrally-built flexible connection points；Every column
The circle of sub- lower part is sufficient greatly, above standing steel ball, supports the weight of top house integral structure；When earthquake, house top is integrally come
It returns and shakes, drive steel ball to roll around with rhythm, consume the impact of seismic wave, the load bearing support center of gravity in house does not change,
House does not damage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811085031.6A CN109024964A (en) | 2018-09-18 | 2018-09-18 | The house disk steel ball vibration abatement of imperial anti-10 grades of earthquakes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811085031.6A CN109024964A (en) | 2018-09-18 | 2018-09-18 | The house disk steel ball vibration abatement of imperial anti-10 grades of earthquakes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109024964A true CN109024964A (en) | 2018-12-18 |
Family
ID=64616801
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811085031.6A Pending CN109024964A (en) | 2018-09-18 | 2018-09-18 | The house disk steel ball vibration abatement of imperial anti-10 grades of earthquakes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109024964A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000304090A (en) * | 1999-04-21 | 2000-10-31 | Kiyotaka Ebisawa | Shock absorbing foundation structure |
| CN101619599A (en) * | 2008-07-02 | 2010-01-06 | 李德安 | Oval face steel ball building earthquake-resistant structure |
| CN201771236U (en) * | 2010-05-17 | 2011-03-23 | 陈柏瑞 | Non-downable solar energy steel-structured building body |
| CN201981827U (en) * | 2011-01-25 | 2011-09-21 | 上海市金山区青少年活动中心 | Magnetic suspension type earthquake-proof house |
| CN103147394A (en) * | 2013-03-09 | 2013-06-12 | 北京工业大学 | Pulling-resistant bidirectional sliding friction bearing |
| CN204510512U (en) * | 2015-02-03 | 2015-07-29 | 夏鹏 | House combination damping device |
-
2018
- 2018-09-18 CN CN201811085031.6A patent/CN109024964A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000304090A (en) * | 1999-04-21 | 2000-10-31 | Kiyotaka Ebisawa | Shock absorbing foundation structure |
| CN101619599A (en) * | 2008-07-02 | 2010-01-06 | 李德安 | Oval face steel ball building earthquake-resistant structure |
| CN201771236U (en) * | 2010-05-17 | 2011-03-23 | 陈柏瑞 | Non-downable solar energy steel-structured building body |
| CN201981827U (en) * | 2011-01-25 | 2011-09-21 | 上海市金山区青少年活动中心 | Magnetic suspension type earthquake-proof house |
| CN103147394A (en) * | 2013-03-09 | 2013-06-12 | 北京工业大学 | Pulling-resistant bidirectional sliding friction bearing |
| CN204510512U (en) * | 2015-02-03 | 2015-07-29 | 夏鹏 | House combination damping device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 610071, No. 47, No. 3, No. 2, Zaozi Lane, Jinniu District, Chengdu City, Sichuan Province Applicant after: Zhu Jiqiong Address before: A street in Qingyang District of Chengdu City, Sichuan Province, No. 38 610015 Applicant before: Zhu Jiqiong |
|
| CB02 | Change of applicant information | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181218 |
|
| RJ01 | Rejection of invention patent application after publication |