CN104088376B - A kind of anti-displacement anti-shearing buried concrete column of skyscraper - Google Patents
A kind of anti-displacement anti-shearing buried concrete column of skyscraper Download PDFInfo
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- CN104088376B CN104088376B CN201410348732.XA CN201410348732A CN104088376B CN 104088376 B CN104088376 B CN 104088376B CN 201410348732 A CN201410348732 A CN 201410348732A CN 104088376 B CN104088376 B CN 104088376B
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- column
- post
- layback
- skyscraper
- opposite side
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Abstract
A kind of anti-displacement anti-shearing buried concrete column of skyscraper, relate to the anti-shearing structure of anti-displacement of a kind of building, it is provided with layback post (2) in the side of ground buried column (1), the outer end of described layback post is provided with expanding head (5), the side on another ground buried column (8) of adjacent tall building or monomer skyscraper is provided with opposite side stay column (6), the outer end of described opposite side stay column is provided with expanding head, and sleeve pipe (7) is socketed on the expanding head of described layback post and opposite side stay column outer end；The present invention is by utilizing layback post to be connected the ground buried column of adjacent tall building or monomer skyscraper, it is achieved that the raising of skyscraper anti-displacement anti-shear ability.
Description
[technical field]
The present invention relates to the anti-shearing structure of anti-displacement of a kind of building, especially relate to a kind of skyscraper
The anti-shearing buried concrete column of anti-displacement.
[background technology]
At present when Construction of highrise buildings, need to arrange multiple buried concrete column, concrete column realize
Stablizing of building, but building aseismicity on earthquake zone requires it is the highest, high stored building group or
The separate concrete column that monomer skyscraper uses mostly, this concrete column is once by height
The excessive swing of layer building, building will bring out concrete column when tilting and collapsing, and " building in Shanghai falls
This reason causes ", there is bigger potential safety hazard.
[summary of the invention]
In order to overcome the deficiency in background technology, the anti-displacement that the invention discloses a kind of skyscraper resists
Shear buried concrete column, by the ground buried column of adjacent tall building or monomer skyscraper is utilized side
Stay column is connected, it is achieved that the raising of skyscraper anti-displacement anti-shear ability.
In order to realize described goal of the invention, the present invention adopts the following technical scheme that
A kind of anti-displacement anti-shearing buried concrete column of skyscraper, including ground buried column, layback post,
Another ground buried column, opposite side stay column and sleeve pipe, be provided with layback post, described layback in the side of ground buried column
The outer end of post is provided with expanding head, the side of another ground buried column of adjacent tall building or monomer skyscraper
Being provided with opposite side stay column, the outer end of described opposite side stay column is provided with expanding head, and casing pipe sleeve is connected on described side
On the expanding head of stay column and opposite side stay column outer end.
The anti-shearing buried concrete column of anti-displacement of described skyscraper, described sleeve pipe includes two and half
Pipe, is respectively equipped with side connecting plate outside the butt end of two semi-circular tubes, is provided with on side connecting plate
The perforation at multiple intervals, two inner face of said two semi-circular tube is respectively equipped with interior semi-circular projection, institute
The expanding head of layback post and opposite side stay column outer end is entangled, by many by the semi-circular projection stating two semi-circular tubes
Individual connecting bolt connects two semi-circular tube side connecting plates.
The anti-shearing buried concrete column of anti-displacement of described skyscraper, at layback post and another layback
Rubber shock-absorbing plate it is provided with between the expanding head of post outer end.
The anti-shearing buried concrete column of anti-displacement of described skyscraper, rubber shock-absorbing plate is provided with many
Individual through described rubber shock-absorbing plate one side and the through hole of another side.
The anti-shearing buried concrete column of anti-displacement of described skyscraper, described on rubber shock-absorbing plate
Middle part necking segment it is provided with in the middle part of through hole.
Owing to have employed technique scheme, there is advantages that
The anti-shearing buried concrete column of anti-displacement of skyscraper of the present invention, by telescopic joint side
Stay column and two expanding heads of opposite side stay column, when earthquake met by skyscraper, described layback post is with another
Side stay column will form tractive and anti-shearing effect, wherein layback post and the expansion of opposite side stay column outer end
Rubber shock-absorbing plate is set between the head of footpath and can take precautions against the hard contact of two expanding heads；The present invention has preferably
Shock resistance.
[accompanying drawing explanation]
Fig. 1 is the structural representation of the present invention.
Fig. 2 is ground buried column and the layback post perspective view of the present invention.
Fig. 3 is the semi-circular tube perspective view of the present invention.
Fig. 4 is the rubber shock-absorbing plate perspective view of the present invention.
Fig. 5 is the through-hole structure schematic diagram of rubber shock-absorbing plate of the present invention.
In figure: buried column 1,；2, layback post；3, side connecting plate；4, connecting bolt；5, expand
Footpath head；6, opposite side stay column；7, sleeve pipe；8, another ground buried column；9, perforation；10, semi-circular tube；
11, interior semi-circular projection；12, rubber shock-absorbing plate；13, through hole；14, middle part necking segment.
[detailed description of the invention]
The explanation present invention that can be detailed by the following examples, the open purpose of the present invention is intended to protect
Protect all technological improvements in the scope of the invention；
The anti-shearing buried concrete of anti-displacement in conjunction with the skyscraper described in accompanying drawing 1,2,3,4 or 5
Post, including ground buried column 1, layback post 2, another ground buried column 8, opposite side stay column 6 and sleeve pipe 7,
The side of ground buried column 1 is provided with layback post 2, and the outer end of described layback post 2 is provided with expanding head 5, adjacent height
The side of another ground buried column 8 of layer building or monomer skyscraper is provided with opposite side stay column 6, described separately
The outer end of side stay column 6 is provided with expanding head 5；Sleeve pipe 7 includes two semi-circular tubes 10, at two semicircles
It is respectively equipped with side connecting plate 3 outside the butt end of pipe 10, side connecting plate 3 is provided with multiple interval
Perforation 9, two inner face of said two semi-circular tube 10 is respectively equipped with interior semi-circular projection 11, and described two
The expanding head 5 of layback post 2 and opposite side stay column 6 outer end is overlapped by the semi-circular projection 11 of individual semi-circular tube 10
Live, multiple connecting bolts 4 connect two semi-circular tube 10 side connecting plates 3；Layback post 2 and another
The rubber shock-absorbing plate 12 preventing two expanding head 5 hard contact it is provided with between the expanding head of layback post 6 outer end,
Described rubber shock-absorbing plate 12 is provided with multiple through described rubber shock-absorbing plate 12 one side and another side
Through hole 13, be provided with in the middle part of described through hole 13 middle part necking segment 14；Obtain intensity in the middle part of anti-extrusion
High and that rubber shock-absorbing plate 12 both sides retractility is good beneficial effect.
Implement the anti-shearing buried concrete column of anti-displacement of skyscraper of the present invention, at high level
During the foundation construction of building, the distance between first base area buried column 1 and another ground buried column 8 is dug out
Joining the foundation ditch of the degree of depth, then the distance between base area buried column 1 and another ground buried column 8 produces side
Stay column 2 and opposite side stay column 6, use sleeve pipe 7 layback post 2 and opposite side stay column 6 to be connected, for
Prevent from expanding with heat and contract with cold or gap should be left between the slight displacement two expanding heads 5 in sleeve pipe 7,
Rubber shock-absorbing plate 12, described layback post 2 and the reinforcing bar of opposite side stay column 6 it is provided with between described gap
Connect ground buried column 1, the reinforcing bar of another ground buried column 8, then make ground buried column 1, another ground buried column 8,
Described ground buried column 1, another ground buried column 8 are ground buried column or the monomer skyscraper of adjacent tall building
Ground buried column, the skyscraper built up is when meeting earthquake, and layback post 2 and opposite side stay column 6 will
Form the tractive and anti-shearing when building tilts；The present invention is that one carries for the shock resistance of building
High.
Part not in the detailed description of the invention is prior art.
Claims (1)
1. the anti-shearing buried concrete column of the anti-displacement of skyscraper, including ground buried column (1), side
Stay column (2), another ground buried column (8), opposite side stay column (6) and sleeve pipe (7), is characterized in that:
The side on ground buried column (1) is provided with layback post (2), and the outer end of described layback post (2) is provided with expanding head
(5), the side on another ground buried column (8) of adjacent tall building or monomer skyscraper is provided with opposite side
Stay column (6), the outer end of described opposite side stay column (6) is provided with expanding head (5), and sleeve pipe (7) is socketed
On the expanding head (5) of described layback post (2) and opposite side stay column (6) outer end；Described sleeve pipe (7)
Including two semi-circular tubes (10), outside the butt end of two semi-circular tubes (10), it is respectively equipped with side connects
Plate (3), is provided with the perforation (9) at multiple interval, said two semi-circular tube (10) on side connecting plate (3)
Two inner face on be respectively equipped with interior semi-circular projection (11), half boss of said two semi-circular tube (10)
Play (11) to entangle, the expanding head (5) of layback post (2) and opposite side stay column (6) outer end by many
Individual connecting bolt (4) connects two semi-circular tubes (10) side connecting plate (3)；At layback post (2) and
Rubber shock-absorbing plate (12) it is provided with between the expanding head of opposite side stay column (6) outer end；Rubber shock-absorbing plate (12)
It is provided with the through hole (13) of multiple through described rubber shock-absorbing plate (12) one side and another side；Rubber
Described through hole (13) middle part on glue vibration damper plate (12) is provided with middle part necking segment (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410348732.XA CN104088376B (en) | 2014-07-15 | 2014-07-15 | A kind of anti-displacement anti-shearing buried concrete column of skyscraper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410348732.XA CN104088376B (en) | 2014-07-15 | 2014-07-15 | A kind of anti-displacement anti-shearing buried concrete column of skyscraper |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104088376A CN104088376A (en) | 2014-10-08 |
| CN104088376B true CN104088376B (en) | 2016-08-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410348732.XA Expired - Fee Related CN104088376B (en) | 2014-07-15 | 2014-07-15 | A kind of anti-displacement anti-shearing buried concrete column of skyscraper |
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| Country | Link |
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| CN (1) | CN104088376B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101435231A (en) * | 2008-12-12 | 2009-05-20 | 北京工业大学 | Folding frame - steel support - concrete combined shear wall and manufacturing method thereof |
| CN102433963A (en) * | 2011-12-26 | 2012-05-02 | 北京工业大学 | Lattice type single-row reinforcement crisscross-section concrete column and manufacture method thereof |
| CN102518254A (en) * | 2011-12-26 | 2012-06-27 | 北京工业大学 | Steel wire mesh sheet bended formed type reinforced-rebar special-shaped section concrete column-wall board shock isolation house and method thereof |
| CN202627324U (en) * | 2011-12-26 | 2012-12-26 | 北京工业大学 | Lattice type single-row reinforcement bar cross-shaped-section concrete column |
| CN203977615U (en) * | 2014-07-15 | 2014-12-03 | 唐舜 | A kind of anti-shearing geographical concrete column of anti-displacement of highrise building |
-
2014
- 2014-07-15 CN CN201410348732.XA patent/CN104088376B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101435231A (en) * | 2008-12-12 | 2009-05-20 | 北京工业大学 | Folding frame - steel support - concrete combined shear wall and manufacturing method thereof |
| CN102433963A (en) * | 2011-12-26 | 2012-05-02 | 北京工业大学 | Lattice type single-row reinforcement crisscross-section concrete column and manufacture method thereof |
| CN102518254A (en) * | 2011-12-26 | 2012-06-27 | 北京工业大学 | Steel wire mesh sheet bended formed type reinforced-rebar special-shaped section concrete column-wall board shock isolation house and method thereof |
| CN202627324U (en) * | 2011-12-26 | 2012-12-26 | 北京工业大学 | Lattice type single-row reinforcement bar cross-shaped-section concrete column |
| CN203977615U (en) * | 2014-07-15 | 2014-12-03 | 唐舜 | A kind of anti-shearing geographical concrete column of anti-displacement of highrise building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104088376A (en) | 2014-10-08 |
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Lu Lu Inventor after: Wang Rui Inventor after: Wang Xiaoming Inventor after: Wang Zhaoxu Inventor after: Dong Hongxin Inventor before: Li Hongsheng |
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| COR | Change of bibliographic data | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20160705 Address after: 121013 Liaoning city of Jinzhou province science and technology Songshan District Road No. 19 Applicant after: Bohai University Address before: 124010 Xinglongtai City, Panjin Province, the United States, the city of the United States, the 32 Villa Building No. 5, No. Applicant before: Li Hongsheng |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160824 Termination date: 20180715 |
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| CF01 | Termination of patent right due to non-payment of annual fee |