CN108533046A - Safety building building - Google Patents
Safety building building Download PDFInfo
- Publication number
- CN108533046A CN108533046A CN201810409595.4A CN201810409595A CN108533046A CN 108533046 A CN108533046 A CN 108533046A CN 201810409595 A CN201810409595 A CN 201810409595A CN 108533046 A CN108533046 A CN 108533046A
- Authority
- CN
- China
- Prior art keywords
- building
- drag
- line
- building body
- slideway
- 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.)
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Classifications
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- 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)
Abstract
The present invention provides a kind of safety building building, including building body, four side of bottom of the building body is equipped with drag-line, one end of each drag-line links building body, the other end extends radially outwardly along the ground end where building body, and is connected to far from building body, the vertical pile for being embedded in ground end；Above the extension path of each drag-line equidistant placement with ground is fixed, is orthogonal to the horizontal stripe of drag-line, the fixed force between the minimum breaking force of the horizontal stripe or horizontal stripe and ground is less than the fixed force between the pull-off force and the drag-line and the pile, building body of the drag-line.Safety building building can not only form continuous buffering when toppling over, and to reduce danger, and buffer system does not influence architectural appearance completely.
Description
Technical field
The present invention relates to building fields, particularly, are related to a kind of skyscraper building.
Background technology
Current skyscraper generally uses reinforced concrete structure or steel construction, inside to have high intensity, meeting
When to extreme damage, when such as strong earthquakes, even if mansion is toppled over, entire building body will keep complete；However, nonetheless, big
When tall building is toppled over, there is no buffering such as, staying in high-rise people still can be inflicted heavy losses on, and can not ensure safety.
And for current buffering, generally use drag-line or other supporting mechanisms；However existing drag-line or branch
Support mechanism may be contained within the outside of stair, not only take up larger space, and influence the appearance of building.
Invention content
In view of the above-mentioned problems, the purpose of the present invention is to provide a kind of safety building building, safety building building is not only inclining
Continuous buffering can be formed when, to reduce danger, and buffer system does not influence architectural appearance completely.
The technical solution adopted by the present invention to solve the technical problems is：It includes building body that the safety, which builds building, described
Four side of bottom of building body is equipped with drag-line, and one end of each drag-line links building body, and the other end is along where building body
Ground end extend radially outwardly, and be connected to far from building body, the vertical pile for being embedded in ground end；The extension road of each drag-line
Above diameter equidistant placement with ground is fixed, is orthogonal to the horizontal stripe of drag-line, the minimum breaking force or horizontal stripe of the horizontal stripe and ground
Between fixed force be less than the drag-line pull-off force and the drag-line and the pile, building body between fixed force.
Preferably, the horizontal stripe is embedded at ground, and the breaking force of the above ground portion between adjacent horizontal stripe is less than described
The pull-off force of drag-line.
Preferably, the drag-line is linked to the bottom of the building body.
Preferably, the drag-line of every side of the building body has two or more, to reduce the load of drag-line, and carry
The whole mechanical stability of high drag-line.
Preferably, there are one the slideways extended vertically along central axes for tool inside the building body；The slideway it is upper
There is the cylindricality weight for being provided with axis hole in portion by constraint component constraint；Each drag-line penetrates slideway from the lower end of the slideway, and wears
It crosses after the axis hole of the cylindricality weight and is connected to the upper end of slideway；On that section of drag-line between the cylindricality weight and slideway upper end
It is fixed that there are one the lump for the axis hole that can not pass through cylindricality weight, when the lump falls within the cylindricality weight upper surface, lump
That section of drag-line of top keeps relaxed state；The largest of about beam force of the constraint component is less than gravity and the institute of the cylindricality weight
State the sum of the breaking force of horizontal stripe；And the cylindricality weight is under when falling on the lower end of the slideway, the building below slideway lower end
Part is maintained as a complete entirety with the building body.
The beneficial effects of the present invention are described in toppling process when safety building building is toppled in extreme circumstances
Drag-line is pulled up from underground, and during building body gradually falls down to the ground, by the horizontal stripe on the ground of building body side by
Proximal and distal destruction continuous successively, destroy all will consume the kinetic energy of building body into row buffering each time, finally make building body
It is poured into ground with smaller speed, to largely reduce danger；Since drag-line is completely embedded in underground, therefore simultaneously
It will not have any impact to the appearance of building, and not consume exterior space resource.
Description of the drawings
Fig. 1 is schematic diagram of the safety building building embodiment one when normally standing.
Fig. 2 is schematic diagram of the safety building building embodiment one when toppling over.
Fig. 3 is schematic diagram of the safety building building embodiment two when normally standing.
Fig. 4 is schematic diagram of the safety building building embodiment two when just starting to topple over.
Specific implementation mode
Present invention will be further explained below with reference to the attached drawings and examples：
Embodiment one：
In Fig. 1, embodiment shown in Fig. 2 one, it includes building body 1, the bottom four of the building body 1 which, which builds building,
Side is equipped with drag-line 2, and one end of each drag-line 2 links building body 1, the other end along the ground end where building body 1 it is radial to
Outer extension, and it is connected to far from building body 1, the vertical pile 3 for being embedded in ground end；Above the extension path of each drag-line 2 etc.
Away from arrangement and ground is fixed, is orthogonal to the horizontal stripe 4 of drag-line, and the minimum breaking force of the horizontal stripe 4 is less than breaking for the drag-line 2
Fixed force between power and the drag-line 2 and the pile 3, building body 1.
In embodiment one, the horizontal stripe 4 is embedded at ground, can be fixed with ground nail, and the floor portion between adjacent horizontal stripe 4
Point（Generally cement）Breaking force be less than the drag-line 2 pull-off force.The drag-line 2 is linked to the bottom of the building body 1
Portion.In the present embodiment, every side of building body 1 is only applicable in a drag-line 2, and during actual arrangement, 2-4 items are used per side
Drag-line is more particularly suitable, can reduce the load of every drag-line 2, and when certain drag-line 2 is broken due to unexpected factors, other drag-lines
Traction action can also be kept, to improve the whole mechanical stability of drag-line.
When above-mentioned safety building building is toppled in extreme circumstances, in toppling process, the drag-line 2 is pulled up from underground,
It is and during building body 1 gradually falls down to the ground, the horizontal stripe 4 on the ground of 1 side of building body is continuous successively from the near to the distant
It destroys, as shown in Figure 2；Destroy each time all will to the kinetic energy of building body 1 into row buffering consume, finally make building body 1 with
Smaller speed is poured into ground, and compared in 1 toppling process of architectural stair, the situation that drag-line is disposably pulled apart is of the invention
Largely reduce danger；And since drag-line is completely embedded in underground, therefore the appearance of building can't be caused any
It influences, and does not consume exterior space resource.
Embodiment two：
For Fig. 3, embodiment shown in Fig. 4 two, what is different from the first embodiment is that there are one 1 inside tools of the building body
The slideway 10 extended vertically along central axes；There is the cylindricality weight for being provided with axis hole on the top of the slideway 10 by the constraint of constraint component 5
6；The constraint component 5 is that a circle of 6 lower section of the cylindricality weight is fixed on the annulus on 10 inner wall of slideway, and cylindricality weight 6 is right
When the lower pressure of the annulus is more than critical value, which is destroyed and is detached from slideway inner wall；Each drag-line 2 is from the slideway 10
Lower end penetrate slideway 10, and the upper end of slideway 10 is connected to after the axis hole of the cylindricality weight 6；The cylindricality weight 6
Fixed on that section of drag-line 2 between 10 upper end of slideway there are one the lump 7 for the axis hole that can not pass through cylindricality weight 6, described hard
When block 7 falls within 6 upper surface of cylindricality weight, that section of drag-line of 7 top of lump keeps relaxed state；The constraint component 5
The largest of about beam force be less than the breaking force of gravity and the horizontal stripe 4 of the cylindricality weight 6 and；And the cylindricality weight 6 is under
When falling on the lower end of the slideway 10, building part below 10 lower end of slideway and the building body 1 be maintained as one it is complete
Whole entirety.
According to embodiment two, when the building body 1 just starts to topple over, the drag-line 2 is tightened up first, leads to drag-line
2 are pulled down cylindricality weight 6 by the lump 7, and constraint component 5 is made to be destroyed；Cylindricality weight 6 will be in gravity as a result,
Under the bottom of building body 1 is flushed under the upper end of slideway 10, so that 1 moment of building body is obtained huge momentum, such as Fig. 4 institutes
Show, to give building body 1 one impact moments opposite with clockwise is toppled over, enables the motion state of building building body 1
It corrects.The embodiment two mode can retrieve dangerous situation at the beginning of building body 1 is toppled over, and further improve safety.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all the present invention spirit and
Within principle, made by any modification, equivalent replacement, should all be included in the protection scope of the present invention.
Claims (5)
1. a kind of safety building building, including building body（1）, it is characterised in that：The building body（1）Four side of bottom be all provided with
There is drag-line（2）, each drag-line（2）One end link building body（1）, the other end is along building body（1）The ground end at place is radial
Extend outwardly, and is connected to far from building body（1）, the vertical pile for being embedded in ground end（3）；Each drag-line（2）Extension road
Above diameter equidistant placement with ground is fixed, is orthogonal to drag-line（2）Horizontal stripe（4）, the horizontal stripe（4）Minimum breaking force or cross
Fixed force between item and ground is less than the drag-line（2）Pull-off force and the drag-line（2）With the pile（3）, building
Main body（1）Between fixed force.
2. safety building according to claim 1 building, it is characterised in that：The horizontal stripe（4）Embedded at ground, and adjacent cross
Item（4）Between above ground portion breaking force be less than the drag-line（2）Pull-off force.
3. safety building according to claim 1 building, it is characterised in that：The drag-line（2）It is linked to the building body
（1）Bottom.
4. safety building according to claim 1 building, it is characterised in that：The building body（1）Every side drag-line
（2）With two or more.
5. safety building according to claim 1 building, it is characterised in that：The building body（1）There are one edges for inside tool
The slideway that central axes extend vertically（10）；The slideway（10）Top by constraint component constraint have the cylindricality weight for being provided with axis hole
（6）；Each drag-line（2）From the slideway（10）Lower end penetrate slideway（10）, and pass through the cylindricality weight（6）Axis hole
After be connected to slideway（10）Upper end；The cylindricality weight（6）With slideway（10）That section of drag-line between upper end（2）On be fixed with
One can not pass through cylindricality weight（6）Axis hole lump（7）, the lump（7）Fall within the cylindricality weight（6）Upper surface
When, lump（7）That section of drag-line of top（2）Keep relaxed state；The constraint component（5）The largest of about beam force be less than the column
Shape weight（6）Gravity and the horizontal stripe（4）Breaking force sum；And the cylindricality weight（6）The slideway is fallen under
（10）Lower end when, slideway（10）Building part below lower end and the building body（1）Be maintained as one it is complete whole
Body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810409595.4A CN108533046A (en) | 2018-05-02 | 2018-05-02 | Safety building building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810409595.4A CN108533046A (en) | 2018-05-02 | 2018-05-02 | Safety building building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108533046A true CN108533046A (en) | 2018-09-14 |
Family
ID=63476357
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810409595.4A Pending CN108533046A (en) | 2018-05-02 | 2018-05-02 | Safety building building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108533046A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006070648A (en) * | 2004-09-06 | 2006-03-16 | Takenaka Komuten Co Ltd | Vibration prevention structure for building |
| CN201381669Y (en) * | 2009-04-26 | 2010-01-13 | 李远辉 | Building with shocking-proof structure |
| CN102032120A (en) * | 2010-12-27 | 2011-04-27 | 浙江大学 | Heavy wind-resistant expandable cable-tower wind driven generator |
| CN103362231A (en) * | 2012-04-09 | 2013-10-23 | 上海华尔派建筑装饰工程有限公司 | Safety device for pulling cable type glass curtain wall |
| CN203320541U (en) * | 2013-05-31 | 2013-12-04 | 天津大学 | Guyed flanged multi-pile and bucket foundation composite structure |
| CN104790681A (en) * | 2015-03-31 | 2015-07-22 | 华南理工大学建筑设计研究院 | Device for preventing wall out-of-plane unstability from causing collapse of building of masonry structure in earthquake |
| CN106437259A (en) * | 2016-09-22 | 2017-02-22 | 东南大学 | Self-reset vacillation percussion energy-dissipation seismic isolation device |
-
2018
- 2018-05-02 CN CN201810409595.4A patent/CN108533046A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006070648A (en) * | 2004-09-06 | 2006-03-16 | Takenaka Komuten Co Ltd | Vibration prevention structure for building |
| CN201381669Y (en) * | 2009-04-26 | 2010-01-13 | 李远辉 | Building with shocking-proof structure |
| CN102032120A (en) * | 2010-12-27 | 2011-04-27 | 浙江大学 | Heavy wind-resistant expandable cable-tower wind driven generator |
| CN103362231A (en) * | 2012-04-09 | 2013-10-23 | 上海华尔派建筑装饰工程有限公司 | Safety device for pulling cable type glass curtain wall |
| CN203320541U (en) * | 2013-05-31 | 2013-12-04 | 天津大学 | Guyed flanged multi-pile and bucket foundation composite structure |
| CN104790681A (en) * | 2015-03-31 | 2015-07-22 | 华南理工大学建筑设计研究院 | Device for preventing wall out-of-plane unstability from causing collapse of building of masonry structure in earthquake |
| CN106437259A (en) * | 2016-09-22 | 2017-02-22 | 东南大学 | Self-reset vacillation percussion energy-dissipation seismic isolation device |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180914 |