CN203403515U - Cross-shaped steel column structure - Google Patents
Cross-shaped steel column structure Download PDFInfo
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- CN203403515U CN203403515U CN201320413484.3U CN201320413484U CN203403515U CN 203403515 U CN203403515 U CN 203403515U CN 201320413484 U CN201320413484 U CN 201320413484U CN 203403515 U CN203403515 U CN 203403515U
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- steel plate
- beam column
- fixed mount
- plate fixed
- iron beam
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Abstract
The utility model discloses a cross-shaped steel column structure which comprises a first I-steel beam column, a second I-steel beam column and a third I-steel beam column. The first I-steel beam column and the second I-steel beam column are fixedly assembled through a first fixing assembly and a second fixing assembly. The first I-steel beam column and the third I-steel beam column are fixedly assembled through a third fixing assembly and a fourth fixing assembly. Three first damping rubber layers of the first fixing assembly and three second damping rubber layers of the second fixing assembly can play the good damping and buffering roles between the first I-steel beam column and the second I-steel beam column. Three third damping rubber layers of the third fixing assembly and three fourth damping rubber layers of the fourth fixing assembly can play the good damping and buffering roles between the first I-steel beam column and the third I-steel beam column. Due to the damping structural design composed of the first damping rubber layers, the second damping rubber layers, the third damping rubber layers and the fourth damping rubber layers, the cross-shaped steel column structure can buffer and consume earthquake energy and reduce the earthquake action.
Description
Technical field
The utility model relates to technical field of structural engineering, relates in particular to a kind of cross steel column structure.
Background technology
In large-scale steel construction process of construction, generally can adopt the post and beam structure of mutual docking, for example the airport building of large span, conference and exhibition center, stadiums and super highrise building; In order to guarantee that above-mentioned post and beam structure can stand violent earthquake or moderate strength geological process, mutually between two beam columns of docking, must there is strong syndeton, just can only can accomplish like this can repair or unlikely collapsing after shake.
Prior art is generally that the mode that adopts increasing rigidity or link position to do consolidation process around improves bonding strength; Yet for the large syndeton of rigidity, after the large earthquake of intensity, structure node destroys serious, maintenance difficult.
Utility model content
The purpose of this utility model is to provide a kind of cross steel column structure for the deficiencies in the prior art, and this cross steel column structure has good damping effect.
For achieving the above object, the utility model is achieved through the following technical solutions.
A kind of cross steel column structure, include the first i iron beam column of vertical extension and the second i iron beam column and the 3rd i iron beam column that transverse horizontal is extended, the second i iron beam column is positioned at the left end side of the first i iron beam column, the 3rd i iron beam column is positioned at the right-hand member side of the first i iron beam column, the left side of the second i iron beam column is resisted against the right surface of right flank edge of the first i iron beam column, the right side of the 3rd i iron beam column is resisted against left wing's edge left surface of the first i iron beam column, between the right surface of right flank edge of the top flange upper surface of the second i iron beam column and the first i iron beam column, be equiped with the first fixation kit, between the right surface of right flank edge of the bottom flange soffit of the second i iron beam column and the first i iron beam column, be equiped with the second fixation kit, between left wing's edge left surface of the bottom flange soffit of the 3rd i iron beam column and the first i iron beam column, be equiped with the 3rd fixation kit, between left wing's edge left surface of the top flange upper surface of the 3rd i iron beam column and the first i iron beam column, be equiped with the 4th fixation kit, the first fixation kit includes the first upper steel plate fixed mount and the first lower steel plate fixed mount, the right flank edge of one end of the first upper steel plate fixed mount and the first i iron beam column is spirally connected, one end of the other end of the first upper steel plate fixed mount and the first lower steel plate fixed mount is spirally connected, the top flange of the other end of the first lower steel plate fixed mount and the second i iron beam column is spirally connected, between the right flank edge of the first i iron beam column and the first upper steel plate fixed mount, between the first upper steel plate fixed mount and the first lower steel plate fixed mount and between the first lower steel plate fixed mount and the top flange of the second i iron beam column, be equiped with respectively the first damping glue-line, the second fixation kit includes the second upper steel plate fixed mount and the second lower steel plate fixed mount, the right flank edge of one end of the second lower steel plate fixed mount and the first i iron beam column is spirally connected, one end of the other end of the second lower steel plate fixed mount and the second upper steel plate fixed mount is spirally connected, the bottom flange of the other end of the second upper steel plate fixed mount and the second i iron beam column is spirally connected, between the right flank edge of the first i iron beam column and the second lower steel plate fixed mount, between the second lower steel plate fixed mount and the second upper steel plate fixed mount and between the second upper steel plate fixed mount and the bottom flange of the second i iron beam column, be equiped with respectively the second damping glue-line, the 3rd fixation kit includes the 3rd upper steel plate fixed mount and the 3rd lower steel plate fixed mount, left wing's edge of one end of the 3rd lower steel plate fixed mount and the first i iron beam column is spirally connected, one end of the other end of the 3rd lower steel plate fixed mount and the 3rd upper steel plate fixed mount is spirally connected, the bottom flange of the other end of the 3rd upper steel plate fixed mount and the 3rd i iron beam column is spirally connected, between left wing's edge of the first i iron beam column and the 3rd lower steel plate fixed mount, between the 3rd lower steel plate fixed mount and the 3rd upper steel plate fixed mount and between the 3rd upper steel plate fixed mount and the bottom flange of the 3rd i iron beam column, be equiped with respectively the 3rd damping glue-line, the 4th fixation kit includes the 4th upper steel plate fixed mount and the 4th lower steel plate fixed mount, left wing's edge of one end of the 4th upper steel plate fixed mount and the first i iron beam column is spirally connected, one end of the other end of the 4th upper steel plate fixed mount and the 4th lower steel plate fixed mount is spirally connected, the top flange of the other end of the 4th lower steel plate fixed mount and the 3rd i iron beam column is spirally connected, between left wing's edge of the first i iron beam column and the 4th upper steel plate fixed mount, between the 4th upper steel plate fixed mount and the 4th lower steel plate fixed mount and between the 4th lower steel plate fixed mount and the top flange of the 3rd i iron beam column, be equiped with respectively the 4th damping glue-line.
The beneficial effects of the utility model are: a kind of cross steel column structure described in the utility model, it comprises the first i iron beam column, the second i iron beam column and the 3rd i iron beam column, the first i iron beam column and the second i iron beam column are mounted with by the first fixation kit and the second fixation kit, the first i iron beam column and the 3rd i iron beam column are mounted with by the 3rd fixation kit and the 4th fixation kit, wherein, three the first damping glue-lines of the first fixation kit and three the second damping glue-lines of the second fixation kit can play good damping, buffering effect between the first i iron beam column and the second i iron beam column, three the 3rd damping glue-lines of the 3rd fixation kit and three the 4th damping glue-lines of the 4th fixation kit can play good damping, buffering effect between the first i iron beam column and the 3rd i iron beam column.Comprehensive above-mentioned situation is known, the shock-damping structure consisting of the first damping glue-line, the second damping glue-line, the 3rd damping glue-line and the 4th damping glue-line designs, the utility model can effectively cushion earthquake energy and reduce geological process, has advantages of good damping effect.
Accompanying drawing explanation
Utilize accompanying drawing to be further detailed the utility model below, but the embodiment in accompanying drawing does not form any restriction of the present utility model.
Fig. 1 is structural representation of the present utility model.
In Fig. 1, include:
1---first i iron beam column 2---second i iron beam column
3---the 3rd i iron beam column 4---first fixation kit
41---first upper steel plate fixed mount 42---first lower steel plate fixed mount
43---first damping glue-line 5---second fixation kit
51---second upper steel plate fixed mount 52---second lower steel plate fixed mount
53---second damping glue-line 6---the 3rd fixation kit
61---the 3rd upper steel plate fixed mount 62---the 3rd lower steel plate fixed mount
63---the 3rd damping glue-line 7---the 4th fixation kit
71---the 4th upper steel plate fixed mount 72---the 4th lower steel plate fixed mount
73---the 4th damping glue-line.
The specific embodiment
Below in conjunction with concrete embodiment, the utility model is described.
As shown in Figure 1, a kind of cross steel column structure, include the first i iron beam column 1 of vertical extension and the second i iron beam column 2 and the 3rd i iron beam column 3 that transverse horizontal is extended, the second i iron beam column 2 is positioned at the left end side of the first i iron beam column 1, the 3rd i iron beam column 3 is positioned at the right-hand member side of the first i iron beam column 1, the left side of the second i iron beam column 2 is resisted against the right surface of right flank edge of the first i iron beam column 1, the right side of the 3rd i iron beam column 3 is resisted against left wing's edge left surface of the first i iron beam column 1, between the right surface of right flank edge of the top flange upper surface of the second i iron beam column 2 and the first i iron beam column 1, be equiped with the first fixation kit 4, between the right surface of right flank edge of the bottom flange soffit of the second i iron beam column 2 and the first i iron beam column 1, be equiped with the second fixation kit 5, between left wing's edge left surface of the bottom flange soffit of the 3rd i iron beam column 3 and the first i iron beam column 1, be equiped with the 3rd fixation kit 6, between left wing's edge left surface of the top flange upper surface of the 3rd i iron beam column 3 and the first i iron beam column 1, be equiped with the 4th fixation kit 7, the first fixation kit 4 includes the first upper steel plate fixed mount 41 and the first lower steel plate fixed mount 42, the right flank edge of one end of the first upper steel plate fixed mount 41 and the first i iron beam column 1 is spirally connected, one end of the other end of the first upper steel plate fixed mount 41 and the first lower steel plate fixed mount 42 is spirally connected, the top flange of the other end of the first lower steel plate fixed mount 42 and the second i iron beam column 2 is spirally connected, between the right flank edge of the first i iron beam column 1 and the first upper steel plate fixed mount 41, between the first upper steel plate fixed mount 41 and the first lower steel plate fixed mount 42 and between the first lower steel plate fixed mount 42 and the top flange of the second i iron beam column 2, be equiped with respectively the first damping glue-line 43, the second fixation kit 5 includes the second upper steel plate fixed mount 51 and the second lower steel plate fixed mount 52, the right flank edge of one end of the second lower steel plate fixed mount 52 and the first i iron beam column 1 is spirally connected, one end of the other end of the second lower steel plate fixed mount 52 and the second upper steel plate fixed mount 51 is spirally connected, the bottom flange of the other end of the second upper steel plate fixed mount 51 and the second i iron beam column 2 is spirally connected, between the right flank edge of the first i iron beam column 1 and the second lower steel plate fixed mount 52, between the second lower steel plate fixed mount 52 and the second upper steel plate fixed mount 51 and between the second upper steel plate fixed mount 51 and the bottom flange of the second i iron beam column 2, be equiped with respectively the second damping glue-line 53, the 3rd fixation kit 6 includes the 3rd upper steel plate fixed mount 61 and the 3rd lower steel plate fixed mount 62, left wing's edge of one end of the 3rd lower steel plate fixed mount 62 and the first i iron beam column 1 is spirally connected, one end of the other end of the 3rd lower steel plate fixed mount 62 and the 3rd upper steel plate fixed mount 61 is spirally connected, the bottom flange of the other end of the 3rd upper steel plate fixed mount 61 and the 3rd i iron beam column 3 is spirally connected, between left wing's edge of the first i iron beam column 1 and the 3rd lower steel plate fixed mount 62, between the 3rd lower steel plate fixed mount 62 and the 3rd upper steel plate fixed mount 61 and between the 3rd upper steel plate fixed mount 61 and the bottom flange of the 3rd i iron beam column 3, be equiped with respectively the 3rd damping glue-line 63, the 4th fixation kit 7 includes the 4th upper steel plate fixed mount 71 and the 4th lower steel plate fixed mount 72, left wing's edge of one end of the 4th upper steel plate fixed mount 71 and the first i iron beam column 1 is spirally connected, one end of the other end of the 4th upper steel plate fixed mount 71 and the 4th lower steel plate fixed mount 72 is spirally connected, the top flange of the other end of the 4th lower steel plate fixed mount 72 and the 3rd i iron beam column 3 is spirally connected, between left wing's edge of the first i iron beam column 1 and the 4th upper steel plate fixed mount 71, between the 4th upper steel plate fixed mount 71 and the 4th lower steel plate fixed mount 72 and between the 4th lower steel plate fixed mount 72 and the top flange of the 3rd i iron beam column 3, be equiped with respectively the 4th damping glue-line 73.
In the utility model assembling process, the first i iron beam column 1 and the second i iron beam column 2 are by the first fixation kit 4 and the second fixation kit 5 assembly connections, wherein, by the first upper steel plate fixed mount 41, the first fixation kit 4 that the first lower steel plate fixed mount 42 and three the first damping glue-lines 43 form is for being fixedly connected with the top flange of right flank edge and the second i iron beam column 2 of the first i iron beam column 1, by the second upper steel plate fixed mount 51, the second fixation kit 5 that the second lower steel plate fixed mount 52 and three the second damping glue-lines 53 form is for being fixedly connected with the bottom flange of right flank edge and the second i iron beam column 2 of the first i iron beam column 1, need further to explain, the first fixation kit 4 and the second fixation kit 5 can guarantee to have enough rigidity between the first i iron beam column 1 and the second i iron beam column 2.
In addition, the first i iron beam column 1 and the 3rd i iron beam column 3 are by the 3rd fixation kit 6 and the 4th fixation kit 7 assembly connections, wherein, by the 3rd upper steel plate fixed mount 61, the 3rd fixation kit 6 that the 3rd lower steel plate fixed mount 62 and three the 3rd damping glue-lines 63 form is for being fixedly connected with the bottom flange of left wing's edge and the 3rd i iron beam column 3 of the first i iron beam column 1, by the 4th upper steel plate fixed mount 71, the 3rd fixation kit 6 that the 4th lower steel plate fixed mount 72 and three the 3rd damping glue-lines 63 form is for being fixedly connected with the top flange of left wing's edge and the 3rd i iron beam column 3 of the first i iron beam column 1, need further to explain, the 3rd fixation kit 6 and the 3rd fixation kit 6 can guarantee to have enough rigidity between the first i iron beam column 1 and the 3rd i iron beam column 3.
In addition, three the 3rd damping glue-lines 63 of three the second damping glue-lines 53 of three of the first fixation kit 4 the first damping glue-lines 43, the second fixation kit 5, the 3rd fixation kit 6 and three the 4th damping glue-lines 73 of the 4th fixation kit 7 can play good damping, buffering effect; By above-mentioned the first damping glue-line 43, the second damping glue-line 53, the 3rd damping glue-line 63 and the 4th damping glue-line 73 structure designs, the utility model can effectively cushion earthquake energy and reduce geological process.
Comprehensive above-mentioned situation is known, the utlity model has the advantage of good damping effect.
Above content is only preferred embodiment of the present utility model, for those of ordinary skill in the art, according to thought of the present utility model, all will change in specific embodiments and applications, this description should not be construed as restriction of the present utility model.
Claims (1)
1. a cross steel column structure, it is characterized in that: include the first i iron beam column (1) of vertical extension and the second i iron beam column (2) and the 3rd i iron beam column (3) that transverse horizontal is extended, the second i iron beam column (2) is positioned at the left end side of the first i iron beam column (1), the 3rd i iron beam column (3) is positioned at the right-hand member side of the first i iron beam column (1), the left side of the second i iron beam column (2) is resisted against the right surface of right flank edge of the first i iron beam column (1), the right side of the 3rd i iron beam column (3) is resisted against left wing's edge left surface of the first i iron beam column (1), between the right surface of right flank edge of the top flange upper surface of the second i iron beam column (2) and the first i iron beam column (1), be equiped with the first fixation kit (4), between the right surface of right flank edge of the bottom flange soffit of the second i iron beam column (2) and the first i iron beam column (1), be equiped with the second fixation kit (5), between left wing's edge left surface of the bottom flange soffit of the 3rd i iron beam column (3) and the first i iron beam column (1), be equiped with the 3rd fixation kit (6), between left wing's edge left surface of the top flange upper surface of the 3rd i iron beam column (3) and the first i iron beam column (1), be equiped with the 4th fixation kit (7), the first fixation kit (4) includes the first upper steel plate fixed mount (41) and the first lower steel plate fixed mount (42), the right flank edge of one end of the first upper steel plate fixed mount (41) and the first i iron beam column (1) is spirally connected, one end of the other end of the first upper steel plate fixed mount (41) and the first lower steel plate fixed mount (42) is spirally connected, the top flange of the other end of the first lower steel plate fixed mount (42) and the second i iron beam column (2) is spirally connected, between the right flank edge of the first i iron beam column (1) and the first upper steel plate fixed mount (41), between the first upper steel plate fixed mount (41) and the first lower steel plate fixed mount (42) and between the first lower steel plate fixed mount (42) and the top flange of the second i iron beam column (2), be equiped with respectively the first damping glue-line (43), the second fixation kit (5) includes the second upper steel plate fixed mount (51) and the second lower steel plate fixed mount (52), the right flank edge of one end of the second lower steel plate fixed mount (52) and the first i iron beam column (1) is spirally connected, one end of the other end of the second lower steel plate fixed mount (52) and the second upper steel plate fixed mount (51) is spirally connected, the bottom flange of the other end of the second upper steel plate fixed mount (51) and the second i iron beam column (2) is spirally connected, between the right flank edge of the first i iron beam column (1) and the second lower steel plate fixed mount (52), between the second lower steel plate fixed mount (52) and the second upper steel plate fixed mount (51) and between the second upper steel plate fixed mount (51) and the bottom flange of the second i iron beam column (2), be equiped with respectively the second damping glue-line (53), the 3rd fixation kit (6) includes the 3rd upper steel plate fixed mount (61) and the 3rd lower steel plate fixed mount (62), left wing's edge of one end of the 3rd lower steel plate fixed mount (62) and the first i iron beam column (1) is spirally connected, one end of the other end of the 3rd lower steel plate fixed mount (62) and the 3rd upper steel plate fixed mount (61) is spirally connected, the bottom flange of the other end of the 3rd upper steel plate fixed mount (61) and the 3rd i iron beam column (3) is spirally connected, between left wing's edge of the first i iron beam column (1) and the 3rd lower steel plate fixed mount (62), between the 3rd lower steel plate fixed mount (62) and the 3rd upper steel plate fixed mount (61) and between the 3rd upper steel plate fixed mount (61) and the bottom flange of the 3rd i iron beam column (3), be equiped with respectively the 3rd damping glue-line (63), the 4th fixation kit (7) includes the 4th upper steel plate fixed mount (71) and the 4th lower steel plate fixed mount (72), left wing's edge of one end of the 4th upper steel plate fixed mount (71) and the first i iron beam column (1) is spirally connected, one end of the other end of the 4th upper steel plate fixed mount (71) and the 4th lower steel plate fixed mount (72) is spirally connected, the top flange of the other end of the 4th lower steel plate fixed mount (72) and the 3rd i iron beam column (3) is spirally connected, between left wing's edge of the first i iron beam column (1) and the 4th upper steel plate fixed mount (71), between the 4th upper steel plate fixed mount (71) and the 4th lower steel plate fixed mount (72) and between the 4th lower steel plate fixed mount (72) and the top flange of the 3rd i iron beam column (3), be equiped with respectively the 4th damping glue-line (73).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320413484.3U CN203403515U (en) | 2013-07-12 | 2013-07-12 | Cross-shaped steel column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320413484.3U CN203403515U (en) | 2013-07-12 | 2013-07-12 | Cross-shaped steel column structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203403515U true CN203403515U (en) | 2014-01-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320413484.3U Expired - Fee Related CN203403515U (en) | 2013-07-12 | 2013-07-12 | Cross-shaped steel column structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203403515U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104475991A (en) * | 2014-10-25 | 2015-04-01 | 中国二十二冶集团有限公司 | Cross steel reinforced concrete column assembly process |
| CN114250881A (en) * | 2022-01-17 | 2022-03-29 | 南京林业大学 | '5 + 4' orthogonal viscoelastic damping device |
-
2013
- 2013-07-12 CN CN201320413484.3U patent/CN203403515U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104475991A (en) * | 2014-10-25 | 2015-04-01 | 中国二十二冶集团有限公司 | Cross steel reinforced concrete column assembly process |
| CN114250881A (en) * | 2022-01-17 | 2022-03-29 | 南京林业大学 | '5 + 4' orthogonal viscoelastic damping device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 315315 Huaxing village, East Town, Ningbo City, Zhejiang, Cixi Patentee after: Hua Xinggang structure limited company Address before: 315315 Huaxing village, East Town, Ningbo City, Zhejiang, Cixi Patentee before: Ningbo Huaxing Steel Structure Co., Ltd. |
|
| 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: 20140122 Termination date: 20170712 |