CN104088376A - High-rise building displacement-preventing and anti-shearing buried concrete column - Google Patents
High-rise building displacement-preventing and anti-shearing buried concrete column Download PDFInfo
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- CN104088376A CN104088376A CN201410348732.XA CN201410348732A CN104088376A CN 104088376 A CN104088376 A CN 104088376A CN 201410348732 A CN201410348732 A CN 201410348732A CN 104088376 A CN104088376 A CN 104088376A
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- column
- shearing
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- layback
- post
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Abstract
The invention provides a high-rise building displacement-preventing and anti-shearing buried concrete column and relates to a building displacement-preventing and anti-shearing structure. A side pulling column (2) is arranged on one side of a buried column (1), an expanding head (5) is arranged at the outer end of the side pulling column, another side pulling column (6) is arranged on one side of another buried column (8) of an adjacent high-rise building or a single high-rise building, an expanding head is arranged at the outer end of another side pulling column (6), a casing pipe (7) is connected to the expanding head (5) at the outer end of the side pulling column (2) and the expanding head of the outer end of another side pulling column (6). According to the high-rise building displacement-preventing and anti-shearing buried concrete column, the buried columns of the adjacent high-rise building or the single high-rise building are connected through the side pulling columns, and thus the high-rise building displacement-preventing and anti-shearing capabilities are improved.
Description
[technical field]
The present invention relates to a kind of anti-shearing structure of anti-displacement of building, especially relate to a kind of anti-shearing geographical concrete column of anti-displacement of highrise building.
[background technology]
At present in the time of Construction of highrise buildings, multiple buried concrete columns need to be set, realize the stable of building by concrete column, but it is very high that the building aseismicity on earthquake zone requires, the separate concrete column that high stored building group or monomer highrise building adopt mostly, once this concrete column is subject to the excessive swing of highrise building, building just can bring out concrete column " building in Shanghai is that this reason causes " while tilting and collapsing, has larger potential safety hazard.
[summary of the invention]
In order to overcome the deficiency in background technology, the invention discloses a kind of anti-shearing geographical concrete column of anti-displacement of highrise building, by utilizing layback post to be connected the ground buried column of adjacent tall building or monomer highrise building, realize the raising of the anti-displacement anti-shear ability of highrise building.
In order to realize described goal of the invention, the present invention adopts following technical scheme:
A kind of anti-shearing geographical concrete column of anti-displacement of highrise building, comprise ground buried column, layback post, another ground buried column, opposite side stay column and sleeve pipe, a side at ground buried column is provided with layback post, the outer end of described layback post is provided with expanding head, one side of another ground buried column of adjacent tall building or monomer highrise building is 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 the expanding head of described layback post and opposite side stay column outer end.
The anti-shearing geographical concrete column of anti-displacement of described highrise building, described sleeve pipe comprises two semi-circular tubes, outside, butt end at two semi-circular tubes is respectively equipped with side connecting plate, on side connecting plate, be provided with the perforation at multiple intervals, on two inner face of described two semi-circular tubes, be respectively equipped with interior semi-circular projection, the semi-circular projection of described two semi-circular tubes is entangled the expanding head of layback post and opposite side stay column outer end, connects two semi-circular tube side connecting plates by multiple connecting bolts.
The anti-shearing geographical concrete column of anti-displacement of described highrise building is provided with rubber shock-absorbing plate between layback post and the expanding head of opposite side stay column outer end.
The anti-shearing geographical concrete column of anti-displacement of described highrise building, rubber shock-absorbing plate is provided with the through hole of multiple perforations described rubber shock-absorbing plate one side and another side.
The anti-shearing geographical concrete column of anti-displacement of described highrise building, the described through hole middle part on rubber shock-absorbing plate is provided with middle part necking segment.
Owing to having adopted technique scheme, the present invention has following beneficial effect:
The anti-shearing geographical concrete column of anti-displacement of highrise building of the present invention, connected two expanding heads of layback post and opposite side stay column by sleeve pipe, in the time that highrise building is met earthquake, described layback post and opposite side stay column just can form tractive and anti-shearing effect, wherein between layback post and the expanding head of opposite side stay column outer end, rubber shock-absorbing plate are set and can take precautions against the rigid contact of two expanding heads; The present invention has good shock resistance.
[brief description of the drawings]
Fig. 1 is structural representation of the present invention.
Fig. 2 is ground of the present invention buried column and layback post perspective view.
Fig. 3 is semi-circular tube perspective view of the present invention.
Fig. 4 is 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, expanding 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]
Explanation the present invention that can be detailed by the following examples, discloses object of the present invention and is intended to protect all technological improvements in the scope of the invention;
The anti-shearing geographical concrete column of the anti-displacement of the highrise building described in 1,2,3,4 or 5 by reference to the accompanying drawings, comprise ground buried column 1, layback post 2, another ground buried column 8, opposite side stay column 6 and sleeve pipe 7, a side at ground buried column 1 is provided with layback post 2, the outer end of described layback post 2 is provided with expanding head 5, one side of another ground buried column 8 of adjacent tall building or monomer highrise building is provided with opposite side stay column 6, and the outer end of described opposite side stay column 6 is provided with expanding head 5; Sleeve pipe 7 comprises two semi-circular tubes 10, outside, butt end at two semi-circular tubes 10 is respectively equipped with side connecting plate 3, on side connecting plate 3, be provided with the perforation 9 at multiple intervals, on two inner face of described two semi-circular tubes 10, be respectively equipped with interior semi-circular projection 11, the semi-circular projection 11 of described two semi-circular tubes 10 is entangled the expanding head 5 of layback post 2 and opposite side stay column 6 outer ends, connects two semi-circular tubes, 10 side connecting plates 3 by multiple connecting bolts 4; Between layback post 2 and the expanding head of opposite side stay column 6 outer ends, be provided with the rubber shock-absorbing plate 12 that prevents two expanding head 5 rigid contacts, described rubber shock-absorbing plate 12 is provided with the through hole 13 of multiple perforations described rubber shock-absorbing plate 12 1 sides and another side, and described through hole 13 middle parts are provided with middle part necking segment 14; Resistance to extruding middle part intensity height and the good beneficial effect of rubber shock-absorbing plate 12 both sides retractility are obtained.
Implement the anti-shearing geographical concrete column of anti-displacement of highrise building of the present invention, in the time of the foundation construction of highrise building, distance between first base area buried column 1 and another ground buried column 8 is dug out the foundation ditch of the coupling degree of depth, then the distance between base area buried column 1 and another ground buried column 8 is produced layback post 2 and opposite side stay column 6, use sleeve pipe 7 that layback post 2 is connected with opposite side stay column 6, in order to prevent expanding with heat and contract with cold or slightly should leave gap between two expanding heads 5 of displacement in sleeve pipe 7, between described gap, be provided with rubber shock-absorbing plate 12, described layback post 2 is connected ground buried column 1 with the reinforcing bar of opposite side stay column 6, 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, the ground buried column that another ground buried column 8 is adjacent tall building or the ground buried column of monomer highrise building, the highrise building of building up is in the time meeting earthquake, tractive when layback post 2 and opposite side stay column 6 just can form building inclination and anti-shearing, the present invention is a kind of raising for the shock resistance of building.
Part not in the detailed description of the invention is prior art.
Claims (5)
1. the anti-shearing geographical concrete column of the anti-displacement of a highrise building, comprise ground buried column (1), layback post (2), another ground buried column (8), opposite side stay column (6) and sleeve pipe (7), it is characterized in that: be provided with layback post (2) in a side of ground buried column (1), the outer end of described layback post (2) is provided with expanding head (5), one side of another ground buried column (8) of adjacent tall building or monomer highrise building is provided with opposite side stay column (6), the outer end of described opposite side stay column (6) is provided with expanding head (5), sleeve pipe (7) is socketed on the expanding head (5) of described layback post (2) and opposite side stay column (6) outer end.
2. the anti-shearing geographical concrete column of the anti-displacement of highrise building according to claim 1, it is characterized in that: described sleeve pipe (7) comprises two semi-circular tubes (10), be respectively equipped with side connecting plate (3) in the outside, butt end of two semi-circular tubes (10), on side connecting plate (3), be provided with the perforation (9) at multiple intervals, on two inner face of described two semi-circular tubes (10), be respectively equipped with interior semi-circular projection (11), the semi-circular projection (11) of described two semi-circular tubes (10) is entangled the expanding head (5) of layback post (2) and opposite side stay column (6) outer end, connect two semi-circular tubes (10) side connecting plates (3) by multiple connecting bolts (4).
3. the anti-shearing geographical concrete column of the anti-displacement of highrise building according to claim 1 and 2, is characterized in that: between layback post (2) and the expanding head of opposite side stay column (6) outer end, be provided with rubber shock-absorbing plate (12).
4. the anti-shearing geographical concrete column of the anti-displacement of highrise building according to claim 3, is characterized in that: rubber shock-absorbing plate (12) is provided with the through hole (13) of multiple perforations described rubber shock-absorbing plate (12) one sides and another side.
5. the anti-shearing geographical concrete column of the anti-displacement of highrise building according to claim 4, is characterized in that: described through hole (13) middle part on rubber shock-absorbing 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 true CN104088376A (en) | 2014-10-08 |
| CN104088376B CN104088376B (en) | 2016-08-24 |
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| 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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| 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 |
|---|---|
| CN104088376B (en) | 2016-08-24 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| 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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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160824 Termination date: 20180715 |