CN208363764U - Building exempts from shake construction - Google Patents
Building exempts from shake construction Download PDFInfo
- Publication number
- CN208363764U CN208363764U CN201820951764.2U CN201820951764U CN208363764U CN 208363764 U CN208363764 U CN 208363764U CN 201820951764 U CN201820951764 U CN 201820951764U CN 208363764 U CN208363764 U CN 208363764U
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- structural body
- building
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- exempts
- positioning
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model discloses a kind of buildings to exempt from shake construction, its the upper surface of Stall structural body mainly on a constructure ground is fixed with multiple anti-vibration platforms, it is incorporated on anti-vibration platform below second floor structural body above Stall structural body, make anti-vibration platform be supported in the upper surface of Stall structural body with below second floor structural body between, enable second floor structural body and its more than part horizontal sliding on anti-vibration platform, and can below the upper surface of Stall structural body with second floor structural body between be equipped with multiple positioning re-setting devices, whereby, the building of the utility model exempts from shake construction can be when earthquake occurs, the positioning states of anti-vibration platform are released in time, and the effect for passing through anti-vibration platform, make second floor structural body and its more than floor part sliding, that offsets earthquake in turn rocks power, and it can be at the end of earthquake, by positioning re-setting device By second floor structural body and its more than floor part pushed home positioning.
Description
Technical field
The utility model exempts from shake construction about a kind of building, espespecially a kind of to make building homing after earthquake
Building exempts from shake construction.
Background technique
Earthquake is one of natural calamity common on the earth, it is a kind of reaction that the earth's crust releases energy, especially on ground
With neighbouring country or region earthquake of different sizes almost can all occur daily for shake.When earthquake intensity reaches to a certain degree,
Huge property loss and casualties often are caused to the mankind, and its main cause that causes any property loss is building collapsing and family
Tool weight topple over, even if building does not collapse, when the frame cabinet of displaying articles within doors is toppled over, except will cause within doors personnel by
Other than the actual bodily harm that frame cabinet, article cause to weigh wounded, injures by a crashing object, another many stuffs or high price skill product also have the calamity for facing damage.
For this purpose, in some countries most frequent by earthquake disaster, is designed there are many dealer and specialize in room residence and reach damping work
Slide unit structure, such as Japanese Patent No. 8-240033 " exempting to shake structure ", the work not shaken by earthquake in the hope of room residence
With and collapse, wealth damage or casualties.But these are for shock insulation apparatus needed for requiring extensive room, often can only be with
Increase the modes such as the quantity of earthquake isolating equipment or the specification of increasing earthquake isolating equipment to come in response to generating shock insulation apparatus, structure is complicated
Change, equipment cost increase and the problems such as installation matching degree of difficulty height, there is the necessity for being subject to Improvement in fact.
Furthermore the setting of optimal building vibration isolation device is the space being arranged between 1 building roof and 2 bottom of the building plates, still
The height in this space is extremely narrow, it is known that lead-rubber vibration isolation device it is bulky, be not suitable for installing application here,
It can be only installed at underground floor, therefore be easy to happen moist, waterflooding or soaked impaired doubt.For this purpose, how to improve above-mentioned
Disadvantage, the project that actively overcome for the utility model.
Utility model content
The purpose of this utility model exempts from shake construction providing a kind of building, is arranged on the Stall structural body of building
Multiple anti-vibration platforms and positioning re-setting device, to support positioning second floor more than structural body, and then reach building second floor with
On structural body slidably to offset the power of rocking of earthquake, and can make after earthquake building involution in situ position the purpose of.
In order to achieve the above object, the building of the utility model exempts from shake construction, and preferred technique scheme includes: a building
Multiple anti-vibration platforms are provided in the structure of object；The building is the floor structure body on ground with multiple up superimposed, should
The upper surface of Stall structural body on constructure ground is fixed with multiple anti-vibration platforms, the second floor structure above the Stall structural body
It is incorporated in below body on the anti-vibration platform, which is supported in the upper surface of the Stall structural body and the second floor structural body
Between below, enable the second floor structural body and its more than part horizontal sliding on the anti-vibration platform.
Above-mentioned building is exempted from shake construction, which is cross anti-vibration platform.
Above-mentioned building is exempted from shake construction, which includes a slide ontology, and two are slidably arranged in
The slide ontology upper surface and lower end surface and be in cross-staggered guide rail, one or more than one be separately positioned on the slide sheet
Retainer and multiple rollers for being installed in the retainer between body and the respectively guide rail, the roller are led in the slide ontology with this
It is rolled between rail.
Above-mentioned building exempt from shake construction in, also comprising multiple X to and Y-direction arrange positioning re-setting device, the respectively positioning
One fixing end of re-setting device is incorporated in the Stall structural body, and respectively another fixing end of the positioning re-setting device is incorporated in the second floor
Structural body.
Above-mentioned building is exempted from shake construction, which is an oil pressure telescopic rod.
Above-mentioned building is exempted from shake construction, which is an electric screw cylinder.
Above-mentioned building is exempted from shake construction, which is steel skeleton structure body (Steel Structure) or reinforcing bar is mixed
Xtah Crude Clay structure body (Steel Reinforced Concrete).
The building of the utility model exempts from shake construction, the small space between the Stall structural body and the second floor structural body
Middle installation exempts to shake platform using slim, and avoidable conventional mounting avoids moist, waterflooding and bubble in the instability of underground floor
The impaired doubt of water.In this way when coming earthquake, oil hydraulic cylinder or electric screw cylinder etc. position re-setting device and are receiving earthquake letter
Number and unlock state when, the active region that building shakes will not form shearing friction to the non-earthquake region of exempting from of 1 building junction.And
And because 2 buildings outsides are that clearance zone does not have foreign matter (such as retaining wall) interference, shockproof effect can be actually reached.
Detailed description of the invention
The feature and advantage of the utility model is described in detail in cooperation attached drawing below:
Fig. 1 is the front-view schematic diagram that the utility model building exempts from shake construction；
Fig. 2 is the top cross-sectional view that the utility model building exempts from shake construction；
Fig. 3 is the glide direction schematic diagram that the utility model building exempts from shake construction；
Fig. 4 is the anti-vibration platform stereoscopic schematic diagram that the utility model building exempts from shake construction；
Fig. 5 is the anti-vibration platform front-view schematic diagram that the utility model building exempts from shake construction；
Fig. 6 is the anti-vibration platform schematic side view that the utility model building exempts from shake construction.
Component names:
10 buildings
11 Stall structural bodies
12 second floor structural bodies
20 anti-vibration platforms
21 slide ontologies
22,23 guide rail
24 retainers
25 rollers
30 positioning re-setting devices.
Specific embodiment
The utility model work can be furtherly practiced in the following with reference to the drawings and specific embodiments, but illustrated embodiment
Not as the restriction to the utility model.
Refering to fig. 1 and shown in Fig. 2, the utility model building exempts from shake construction, and preferable specific embodiment is built comprising one
It builds and is provided with multiple anti-vibration platforms 20 in the structure of object 10, in which: the building 10 is steel skeleton structure body (Steel
Structure) or the residential building that builds up of steel reinforced concrete structure body (Steel Reinforced Concrete) or business it is big
Building makes the part on 10 ground of building or more have the floor structure body of multilayer up superimposed, especially 10 ground of building
The upper surface of Stall structural body 11 on face is fixed with multiple anti-vibration platforms 20, the second floor structural body of 11 top of Stall structural body
Be incorporated in below 12 on the anti-vibration platform 20, that is, the anti-vibration platform 20 be supported in the upper surface of the Stall structural body 11 with this two
Between below building structural body 12, keep the second floor structural body 12 and its above part horizontal sliding on the anti-vibration platform 20
Dynamic (as shown in Figure 3), rocks power when offsetting earthquake.
Refering to shown in Fig. 4, Fig. 5 and Fig. 6, the above-mentioned anti-vibration platform 20 is preferably cross anti-vibration platform, and the cross is shockproof
Platform includes a slide ontology 21, and two are slidably arranged in 21 upper surface of slide ontology and lower end surface and in cross staggered row
The guide rail 22,23, one of column or more than one be separately positioned on the retainer between the slide ontology 21 and the respectively guide rail 22,23
24 and multiple rollers 25 for being installed in the retainer 24, roll the roller 25 between the slide ontology 21 and the guide rail 22,23
It is dynamic.Whereby, by the guide rail 22 of 20 lower section of multiple anti-vibration platforms lock respectively the girder steel being fixed on above the Stall structural body 11 or
On steel column, and the guide rail 23 of top is locked respectively under the girder steel or steel column being fixed below the second floor structural body 12, can be incited somebody to action
The anti-vibration platform 20 install and be supported in the upper surface of the Stall structural body 11 with below the second floor structural body 12 between, reach anti-
The effect of shake.
Referring again to shown in Fig. 1 and Fig. 2, the utility model preferred embodiment also include multiple X to and the positioning that arranges of Y-direction
Re-setting device 30, respectively it is (mechanical with the oil hydraulic cylinder of oil pressure actuated, or tool preferably to push away always telescopic rod for the positioning re-setting device 30
The electric screw cylinder of thrust), a fixing end of the respectively positioning re-setting device 30 is incorporated in the Stall knot of the building 10 whereby
The girder steel or steel column of structure body 11, respectively a movable end of the positioning re-setting device 30 is incorporated in the girder steel or steel of the second floor structural body 12
Column.When an earthquake occurs, respectively the positioning re-setting device 30 releases the positioning to building 10 after the shake signal received immediately
State (as shown in Figure 3) makes the second floor structural body 12 of the building 10 and its above part can be because of the work of the anti-vibration platform 20
With and slide, and then offset earthquake when rock power；And at the end of earthquake, pass through the telescopic rod of the respectively positioning re-setting device 30
Effect, can keep the original of the building 10 for the second floor structural body 12 of the building 10 and its above part pushed home
State.
The building of the utility model exempts from shake construction, in the Stall structural body 11 and the second floor structural body 12 of the building 10
Between small space in installation application is slim exempts to shake platform 20, therefore can avoid conventional mounting in the unstability of underground floor
Property, avoid moist, waterflooding and soaked impaired doubt.In this way when coming earthquake, which is receiving ground
Shake signal and unlock state when, building shake active region the non-earthquake region of exempting from of 11 junction of Stall structural body will not be formed
Shearing friction.Moreover, not having foreign matter (such as retaining wall) because being clearance zone outside the second floor structural body 12 and above section
Interference, can actually reach shockproof effect.
Embodiment described above is only preferred embodiments for fully illustrating the utility model, the utility model
Protection scope it is without being limited thereto.Those skilled in the art made equivalent substitute or change on the basis of the utility model
It changes, both is within the protection scope of the present invention.The protection scope of the utility model is subject to claims.
Claims (7)
1. a kind of building exempts from shake construction, characterized by comprising: being provided with multiple anti-vibration platforms in the structure of a building；
The building is the floor structure body on ground with multiple up superimposed, the upper surface of the Stall structural body on the constructure ground
Multiple anti-vibration platforms are fixed with, are incorporated on the anti-vibration platform below the second floor structural body above the Stall structural body, it should
Anti-vibration platform be supported in the upper surface of the Stall structural body with below the second floor structural body between, make the second floor structural body and its with
On part being capable of the horizontal sliding on the anti-vibration platform.
2. building as described in claim 1 exempts from shake construction, which is characterized in that the anti-vibration platform is cross anti-vibration platform.
3. building as claimed in claim 2 exempts from shake construction, which is characterized in that the cross anti-vibration platform includes a slide sheet
Body, two are slidably arranged in the slide ontology upper surface and lower end surface and in cross-staggered guide rail, and one or one
The retainer being separately positioned between the slide ontology and each guide rail above and multiple rollings for being installed in the retainer
Column, the roller roll between the slide ontology and the guide rail.
4. building as described in claim 1 exempt from shake construction, which is characterized in that also comprising multiple X to and Y-direction arrange positioning
Re-setting device, a fixing end of each positioning re-setting device are incorporated in the Stall structural body, each positioning involution dress
Another fixing end set is incorporated in the second floor structural body.
5. building as claimed in claim 4 exempts from shake construction, which is characterized in that the positioning re-setting device is flexible for an oil pressure
Bar.
6. building as claimed in claim 4 exempts from shake construction, which is characterized in that the positioning re-setting device is an electric screw
Cylinder.
7. building as described in claim 1 exempts from shake construction, which is characterized in that the building is that steel skeleton structure body or reinforcing bar are mixed
Xtah Crude Clay structure body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820951764.2U CN208363764U (en) | 2018-06-20 | 2018-06-20 | Building exempts from shake construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820951764.2U CN208363764U (en) | 2018-06-20 | 2018-06-20 | Building exempts from shake construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208363764U true CN208363764U (en) | 2019-01-11 |
Family
ID=64929633
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820951764.2U Expired - Fee Related CN208363764U (en) | 2018-06-20 | 2018-06-20 | Building exempts from shake construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208363764U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616936A (en) * | 2018-06-20 | 2019-12-27 | 镁亚精密股份有限公司 | Anti-vibration structure for building |
-
2018
- 2018-06-20 CN CN201820951764.2U patent/CN208363764U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616936A (en) * | 2018-06-20 | 2019-12-27 | 镁亚精密股份有限公司 | Anti-vibration structure for building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190111 Termination date: 20200620 |
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| CF01 | Termination of patent right due to non-payment of annual fee |