CN1966879A - Shockproof device for high rise building - Google Patents
Shockproof device for high rise building Download PDFInfo
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- CN1966879A CN1966879A CN 200610070344 CN200610070344A CN1966879A CN 1966879 A CN1966879 A CN 1966879A CN 200610070344 CN200610070344 CN 200610070344 CN 200610070344 A CN200610070344 A CN 200610070344A CN 1966879 A CN1966879 A CN 1966879A
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- building
- mounting plate
- heavy ball
- earthquake
- high rise
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- Vibration Prevention Devices (AREA)
Abstract
The anti-seismic device for high rise buildings comprises a heavy ball, anti-seismic P wave device that can reduce the up and down vibration amplitude of the building and the anti-seismic secondary wave device that can reduce the side to side motion of the building, with the said heavy ball having big inertia to absorb the seismic wave with even big outer force and small running speed. It is simple, safe and suitable for super high rise buildings.
Description
Technical field
The present invention relates to a kind of vibration abatement for building, specifically, relate to a kind of Shockproof device for high rise building.
Background technology
Since ancient times, earthquake is exactly recurrent a kind of natural geologic hazard on the earth, and the infringement that it brings surface buildings often is destructive.And the generation of earthquake is difficult to expect that accurately the economic loss that causes is inestimable especially.Along with development of human society, Increase of population, the human building of being built is more and more higher, some international metropolis particularly, skyscraper is in a compact mass, and a large amount of population and material wealth have been assembled in these skyscraper the insides, so the safety in building becomes a major issue.Quakeproof and quake-resistant performance important indicator especially wherein.Mainly from seismic wave, and seismic wave has: shear wave, compressional wave or both combinations to the destructive power of face of land building in earthquake.If highrise building is installed a buffering seismic wave or absorbed the device of shear wave and compressional wave, just can effectively reduce the destruction that earthquake brings, improve the shockproof properties of building, greatly the safety of guarantor and thing.
Summary of the invention
The object of the present invention is to provide a kind of simple in structure, safe and reliable Shockproof device for high rise building.
For achieving the above object, the technical solution adopted in the present invention is: a kind of Shockproof device for high rise building, described vibration abatement comprises heavy ball, anti-earthquake compressional wave device, anti-earthquake shear wave device.
Below be the improvement of technical solution of the present invention:
Described anti-earthquake compressional wave device comprises mounting plate, bottom plate, spring, described mounting plate is positioned at the heavy ball lower end, the upper surface of described mounting plate has tie-strut, the two ends of tie-strut be fixedly connected respectively mounting plate and heavy ball, described bottom plate is positioned at the lower end of mounting plate, the edge of described bottom plate embeds in the support column and load bearing wall of building, is provided with spring between described mounting plate and the bottom plate.
Described anti-earthquake shear wave device comprises telescopic lever and connection seat, and an end of described telescopic lever is by fixedly connected support column of connection seat or load bearing wall, the fixedly connected heavy ball of the other end.
Beneficial effect: the present invention adopts said structure, has the following advantages:
(1) in the anti-earthquake compressional wave device by the length of spring compressed between two supporting plates, can reduce the amplitude of building up-down vibration, alleviate the destructive power of compressional wave to building.
(2) can reduce the amplitude that building swings by the flexible of telescopic lever in the anti-earthquake shear wave device, alleviate the destructive power of shear wave building.
(3) quality of heavy ball is very big, makes it have very big inertia, even external force is very big, the acceleration that heavy ball is produced is also very little, thereby makes the movement velocity of heavy ball very little, plays the effect that absorbs seismic wave, reduces the vibration of building.
The present invention is simple in structure, safe and effective, is particularly suitable for super highrise building, has higher use value and promotional value.
The invention will be further described below in conjunction with drawings and Examples.
Description of drawings
Accompanying drawing 1 is the front view of the embodiment of the invention;
Accompanying drawing 2 is the vertical view of the embodiment of the invention.
The specific embodiment
Embodiment, Shockproof device for high rise building, described vibration abatement comprises heavy ball 1, anti-earthquake compressional wave device, anti-earthquake shear wave device.
As shown in Figure 1, described anti-earthquake compressional wave device comprises mounting plate 5, bottom plate 6, spring 7, described mounting plate 5 is positioned at heavy ball 1 lower end, the upper surface of described mounting plate 5 has tie-strut 8, the two ends of tie-strut 8 are welded mounting plate 5 and heavy ball 1 respectively, and described bottom plate 6 is positioned at the lower end of mounting plate 5, and the edge of described bottom plate 6 embeds in the support column 2 and load bearing wall 3 of building, according to the distribution of stress, installation has high-intensity spring 7 between mounting plate 5 and bottom plate 6.When the earthquake compressional wave passes through, compressional wave is delivered to bottom plate 6 by support column 2 and load bearing wall 3, bottom plate 6 compression springs 7, because heavy ball 1 has powerful inertia and keeps motionless substantially, absorbed the portion of energy of compressional wave, thereby reduce the impact force of compressional wave, reach the destruction that the buffering ground vibration produces building the upper strata facility.
As shown in Figure 2, eight groups of anti-earthquake shear wave devices be distributed in heavy ball 1 around, every group of anti-earthquake shear wave device comprises two telescopic levers 4, and an end of described telescopic lever 4 passes through on connection seat 9 fixedly connected support columns 2 or the load bearing wall 3, the fixedly connected heavy ball 1 of telescopic lever 4 other ends.Described telescopic lever 4 usefulness highly elastic materials are made, and described connection seat 9 has a plurality of origin of force to be connected in support column 2 or load bearing wall 3, guarantee to connect firmly.When the earthquake shear wave passes through, shear wave is delivered to telescopic lever 4 by support column 2 and load bearing wall 3, because the material of telescopic lever 4 has elasticity preferably, the energy of absorption portion shear wave is because heavy ball 1 has bigger inertia, though the pulling force that 4 pairs of heavy ball of telescopic lever 1 produce is very big, but heavy ball 1 basic maintenance is motionless, absorbs the energy of most of shear wave, reduces the impact force of shear wave to superstructure, it is minimum that the rocking tendency of building is dropped to, and reaches the destruction that the buffering ground vibration produces building.
Claims (3)
1, a kind of Shockproof device for high rise building is characterized in that: described vibration abatement comprises heavy ball (1), anti-earthquake compressional wave device, anti-earthquake shear wave device.
2, a kind of Shockproof device for high rise building as claimed in claim 1, it is characterized in that: described anti-earthquake compressional wave device comprises mounting plate (5), bottom plate (6), spring (7), described mounting plate (5) is positioned at heavy ball (1) lower end, the upper surface of described mounting plate (5) has tie-strut (8), the two ends of tie-strut (8) be fixedly connected respectively mounting plate (5) and heavy ball (1), described bottom plate (6) is positioned at the lower end of mounting plate (5), the edge of described bottom plate (6) embeds in the support column (2) and load bearing wall (3) of building, is provided with spring (7) between described mounting plate (5) and the bottom plate (6).
3, a kind of Shockproof device for high rise building as claimed in claim 1, it is characterized in that: described anti-earthquake shear wave device comprises telescopic lever (4) and connection seat (9), one end of described telescopic lever (4) is by fixedly connected support column of connection seat (9) (2) or load bearing wall (3), the fixedly connected heavy ball of the other end (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610070344 CN1966879A (en) | 2006-11-27 | 2006-11-27 | Shockproof device for high rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610070344 CN1966879A (en) | 2006-11-27 | 2006-11-27 | Shockproof device for high rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1966879A true CN1966879A (en) | 2007-05-23 |
Family
ID=38075837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610070344 Pending CN1966879A (en) | 2006-11-27 | 2006-11-27 | Shockproof device for high rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1966879A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110192044A (en) * | 2016-11-29 | 2019-08-30 | 布克哈德·达尔 | The oval weight in compact space is put |
-
2006
- 2006-11-27 CN CN 200610070344 patent/CN1966879A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110192044A (en) * | 2016-11-29 | 2019-08-30 | 布克哈德·达尔 | The oval weight in compact space is put |
| US11255395B2 (en) | 2016-11-29 | 2022-02-22 | Burkhard Dahl | Compact spatial ellipsoidal mass pendulum |
| CN110192044B (en) * | 2016-11-29 | 2024-03-15 | 布克哈德·达尔 | Compact, spatial ellipsoid pendulum |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20070523 |