CN201722776U - Beam column nodal point suitable for square steel pipe column - Google Patents
Beam column nodal point suitable for square steel pipe column Download PDFInfo
- Publication number
- CN201722776U CN201722776U CN2010201028181U CN201020102818U CN201722776U CN 201722776 U CN201722776 U CN 201722776U CN 2010201028181 U CN2010201028181 U CN 2010201028181U CN 201020102818 U CN201020102818 U CN 201020102818U CN 201722776 U CN201722776 U CN 201722776U
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- steel pipe
- pipe column
- square steel
- column
- quadrate steel
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Abstract
The utility model discloses a beam column nodal point suitable for a square steel pipe column; the beam column nodal point comprises an under layer square steel pipe column and an upper layer square steel pipe column, wherein a dog bone type short joist steel cantilever is arranged on the under layer square steel pipe column; the end part of the under layer square steel pipe column is connected with a lower flange; the end part of the upper layer square steel pipe column is connected with an upper flange which is matched with the lower flange; an interpolated section with a transverse stiffening rib is arranged on the lower flange and is matched with an inner hole of the upper layer square steel pipe column; the upper layer square steel pipe column is sheathed on the interpolated section; and the lower flange and the upper flange are tightened and connected by a bolt. The beam column nodal point effectively realizes the external shift of the plastic angle of a nodal point domain, improves the performance of a second earthquake of the nodal point domain and simplifies the construction technology of a beam column connection of a steel frame.
Description
Technical field
The utility model belongs to the design and the construction method technical field of the node of quadrate steel pipe column and steel I-beam in the field of civil engineering steel framed structure, relates in particular to a kind of bean column node that is applicable to quadrate steel pipe column.
Background technology
In the steel framed structure, the connected mode of quadrate steel pipe column and steel I-beam comprises that post is through, beam is through and dividing plate is through, and at present domestic also do not have and the utility model similar techniques.In recent years, the requirement of structural seismic and day sharp increase." the weak rod member of strong node " is the effective means that improves the whole anti-seismic performance of frame construction, but is difficult to realize this requirement in reality design and the work progress.Tracing it to its cause, mainly is that node region easily forms plastic hinge, and structure is in secondary, phenomenon such as basic forfeiture shock resistance under the earthquake repeatedly.
The utility model content
The purpose of this utility model provides a kind of bean column node that is applicable to quadrate steel pipe column that can improve node ductility and can improve structure secondary shock resistance and security performance.
The technical solution of the utility model:
A kind of bean column node that is applicable to quadrate steel pipe column, comprise: lower floor's quadrate steel pipe column and upper strata quadrate steel pipe column, on lower floor's quadrate steel pipe column, be provided with the short i iron cantilever of dog bone type, end at lower floor's quadrate steel pipe column is connected with lower flange, be connected with the upper flange that can be complementary with lower flange in the end of upper strata quadrate steel pipe column, on lower flange, be provided with the interpolation section of the band transverse stiffener that the endoporus with the upper strata quadrate steel pipe column is complementary, and the upper strata quadrate steel pipe column is enclosed within on the interpolation section of band transverse stiffener, is connected by bolt tightening between described lower flange and the upper flange.
The beneficial effects of the utility model: realize that by the short i iron cantilever of dog bone type the nodes domains plastic hinge moves, and improves node ductility outward; When flange bolt after losing bearing capacity under the severe earthquake action, the upper strata quadrate steel pipe column is subjected to displacement, the outer side contacts of the inboard interpolation section of post with the band transverse stiffener, the interpolation section of band transverse stiffener provides drag to guarantee structural safety, has improved structure secondary shock resistance; Simplify the site construction technology that beam column connects, conventional construction method reduces the field Welding workload significantly relatively, improves efficiency of construction.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further described:
Fig. 1 is axle survey views such as southwest of the present utility model;
Fig. 2 is front of the present utility model and vertical view, and wherein Fig. 2 a is a front view, and Fig. 2 b is a vertical view;
Fig. 3 is a node generalized section in the utility model;
Fig. 4 is the connected mode of quadrate steel pipe column in the utility model, steel I-beam and node.
Among Fig. 1 and Fig. 2: 1. lower floor's quadrate steel pipe column, 2. lower flange, 3. the interpolation section of band transverse stiffener, the 4. short i iron cantilever of dog bone type, 5. upper strata quadrate steel pipe column, 6. upper flange.
The specific embodiment
A kind of bean column node that is applicable to quadrate steel pipe column, comprise: lower floor's quadrate steel pipe column 1 and upper strata quadrate steel pipe column 5, on lower floor's quadrate steel pipe column 1, be provided with the short i iron cantilever 4 of dog bone type, be connected with lower flange 2 in the end of lower floor's quadrate steel pipe column 1, be connected with the upper flange 6 that can be complementary with lower flange 2 in the end of upper strata quadrate steel pipe column 5, on lower flange 2, be provided with the interpolation section 3 of the band transverse stiffener that the endoporus with upper strata quadrate steel pipe column 5 is complementary, and upper strata quadrate steel pipe column 5 is enclosed within on the interpolation section 3 of band transverse stiffener, is connected by bolt tightening between described lower flange 2 and the upper flange 6.Between the interpolation section lateral surface of described band transverse stiffener and the quadrate steel pipe column medial surface 2～3mm gap is arranged.
Behind upper strata quadrate steel pipe column 5 hoisted in position, with temporary fixed after interpolation section 3 sockets of the utility model by the band transverse stiffener, adopt bolts to be connected the lower flange 2 of the upper flange 6 of upper strata quadrate steel pipe column 5 ends and lower floor quadrate steel pipe column 1, the rigidly connecting of implementation framework post and node.Then, the lifting of i iron Vierendeel girder is put in place, steel I-beam and dog bone type of the present utility model weak point i iron cantilever 4 are temporary fixed with two plates and bolt earlier, after the fine setting bolt are carried out end and twist, and the last bottom flange of short i iron cantilever 4 of dog bone type and steel I-beam all adopts the mode of welding to be connected simultaneously.Thereby realize that beam column of the present utility model connects new technology.
Claims (2)
1. bean column node that is applicable to quadrate steel pipe column, comprise: lower floor's quadrate steel pipe column (1) and upper strata quadrate steel pipe column (5), on lower floor's quadrate steel pipe column (1), be provided with the short i iron cantilever (4) of dog bone type, it is characterized in that, be connected with lower flange (2) in the end of lower floor's quadrate steel pipe column (1), be connected with the upper flange (6) that can be complementary with lower flange (2) in the end of upper strata quadrate steel pipe column (5), on lower flange (2), be provided with the interpolation section (3) of the band transverse stiffener that the endoporus with upper strata quadrate steel pipe column (5) is complementary, and upper strata quadrate steel pipe column (5) is enclosed within on the interpolation section (3) of band transverse stiffener, is connected by bolt tightening between described lower flange (2) and the upper flange (6).
2. the bean column node that is applicable to quadrate steel pipe column according to claim 1 is characterized in that, between the interpolation section lateral surface of band transverse stiffener and the quadrate steel pipe column medial surface 2～3mm gap is arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201028181U CN201722776U (en) | 2010-01-27 | 2010-01-27 | Beam column nodal point suitable for square steel pipe column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201028181U CN201722776U (en) | 2010-01-27 | 2010-01-27 | Beam column nodal point suitable for square steel pipe column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201722776U true CN201722776U (en) | 2011-01-26 |
Family
ID=43491091
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201028181U Expired - Lifetime CN201722776U (en) | 2010-01-27 | 2010-01-27 | Beam column nodal point suitable for square steel pipe column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201722776U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587538A (en) * | 2012-03-23 | 2012-07-18 | 重庆大学 | Dog-bone type coupled shear wall with end plates, bolts and steel coupling beams |
| CN103015537A (en) * | 2012-12-26 | 2013-04-03 | 北京工业大学 | Beam-column joint connecting device of assembled steel structure system |
| CN103161262A (en) * | 2011-12-19 | 2013-06-19 | 中国水电顾问集团贵阳勘测设计研究院 | Construction method of steel pipe column and used column feet structure |
| CN103452188A (en) * | 2012-04-25 | 2013-12-18 | 株式会社Drb东一 | Steel frame structure using u-shaped composite beam |
| CN103485475A (en) * | 2013-09-22 | 2014-01-01 | 重庆一建建设集团有限公司 | Trough beam |
| CN106351335A (en) * | 2016-10-21 | 2017-01-25 | 刘振华 | Aerial vertical aligning connecting device for steel structures |
| CN108661189A (en) * | 2018-07-11 | 2018-10-16 | 中冶长天国际工程有限责任公司 | A kind of steel box column splicing node and its installation method |
| CN111119333A (en) * | 2019-12-27 | 2020-05-08 | 常州工学院 | Steel frame beam column cross node |
| CN112160419A (en) * | 2020-09-18 | 2021-01-01 | 北京工业大学 | Assembled beam column connected node based on anti special-shaped post of side of buckled plate |
| CN108661189B (en) * | 2018-07-11 | 2023-12-29 | 中冶长天国际工程有限责任公司 | Box-type steel column splicing joint and installation method thereof |
-
2010
- 2010-01-27 CN CN2010201028181U patent/CN201722776U/en not_active Expired - Lifetime
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103161262B (en) * | 2011-12-19 | 2015-08-12 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of construction method of steel pipe column and suspension column structure used |
| CN103161262A (en) * | 2011-12-19 | 2013-06-19 | 中国水电顾问集团贵阳勘测设计研究院 | Construction method of steel pipe column and used column feet structure |
| CN102587538A (en) * | 2012-03-23 | 2012-07-18 | 重庆大学 | Dog-bone type coupled shear wall with end plates, bolts and steel coupling beams |
| CN102587538B (en) * | 2012-03-23 | 2014-07-30 | 重庆大学 | Dog-bone type coupled shear wall with end plates, bolts and steel coupling beams |
| CN103452188A (en) * | 2012-04-25 | 2013-12-18 | 株式会社Drb东一 | Steel frame structure using u-shaped composite beam |
| CN103452188B (en) * | 2012-04-25 | 2015-07-08 | 株式会社Drb东一 | Steel frame structure using u-shaped composite beam |
| CN103015537B (en) * | 2012-12-26 | 2015-01-07 | 北京工业大学 | Beam-column joint connecting device of assembled steel structure system |
| CN103015537A (en) * | 2012-12-26 | 2013-04-03 | 北京工业大学 | Beam-column joint connecting device of assembled steel structure system |
| CN103485475A (en) * | 2013-09-22 | 2014-01-01 | 重庆一建建设集团有限公司 | Trough beam |
| CN103485475B (en) * | 2013-09-22 | 2016-03-02 | 重庆一建建设集团有限公司 | Trough girder |
| CN106351335A (en) * | 2016-10-21 | 2017-01-25 | 刘振华 | Aerial vertical aligning connecting device for steel structures |
| CN108661189A (en) * | 2018-07-11 | 2018-10-16 | 中冶长天国际工程有限责任公司 | A kind of steel box column splicing node and its installation method |
| CN108661189B (en) * | 2018-07-11 | 2023-12-29 | 中冶长天国际工程有限责任公司 | Box-type steel column splicing joint and installation method thereof |
| CN111119333A (en) * | 2019-12-27 | 2020-05-08 | 常州工学院 | Steel frame beam column cross node |
| CN112160419A (en) * | 2020-09-18 | 2021-01-01 | 北京工业大学 | Assembled beam column connected node based on anti special-shaped post of side of buckled plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20110126 Effective date of abandoning: 20100127 |