CN205421561U - Pass through square tubular columns girder segment point that iris type of fitting with a contraceptive ring is connected down - Google Patents
Pass through square tubular columns girder segment point that iris type of fitting with a contraceptive ring is connected down Download PDFInfo
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- CN205421561U CN205421561U CN201620233435.5U CN201620233435U CN205421561U CN 205421561 U CN205421561 U CN 205421561U CN 201620233435 U CN201620233435 U CN 201620233435U CN 205421561 U CN205421561 U CN 205421561U
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Abstract
The utility model discloses a pass through square tubular columns girder segment point that iris type of fitting with a contraceptive ring is connected down, including raising to the higher plane of principle shell of column (1) and lower steel column section (6), just the one end of shell of column (1) and the one end of lower steel column section (6) of raising to the higher plane of principle sets up relatively, raise to the higher plane of principle shell of column (1) close with down steel column section (6) and serve and be provided with crown plate (2) and T shaped steel (3), just go up crown plate (2) and T shaped steel (3) for lower steel column section (6) by far away to closely distributing on the shell of column of raising to the higher plane of principle (1), down steel column section (four to six -tenehs) is served with shell of column (1) close of raising to the higher plane of principle and is provided with down baffle (5), just be provided with on baffle (5) side near shell of column (1) of raising to the higher plane of principle down interior bushing pipe (4), raise to the higher plane of principle shell of column (1) and lower baffle (5) fixed connection, and interior bushing pipe (4) set up in the shell of column of raising to the higher plane of principle (1). The utility model discloses the simple structure can satisfy atress performance and assembled requirement, is applicable to assembled steel construction house system.
Description
Technical field
This utility model relates to passing through, under a kind of employing, the Novel square pipe node of column and beam that ring iris type connects, and belongs to steel building technical field.
Background technology
Along with stepping up of China's steel process for machining and manufacturing, occur in that function admirable and the bigger cold forming square steel tube of sectional dimension, its good stress performance, economical save the features such as material, tailored appearance and processing is convenient, apply more and more extensive in steel house.But cold forming square steel tube as post component owing to being limited by section form, there is inconvenience with Vierendeel girder when being connected.The stress performance good for ensureing bean column node, traditional square tube post is taked the construction measure of joint strengthening, is caused bean column node stitching portion to highlight metope, take building use space and affect the shortcomings such as attractive in appearance when being connected with H profile steel beam.Therefore, be badly in need of seek a kind of can meet structure design safe and reliable, can guarantee that again the integrity in residential housing space and be easy to novel clod wash square tube post and the H profile steel beam connecting node of on-the-spot quick assembling, it is allowed to be widely used in Design of Steel Residence, to promote the fast development of Steel Housing Industrialization.
Utility model content
Utility model purpose: in order to overcome the deficiencies in the prior art, passes through the square tube node of column and beam that ring iris type connects, its simple structure, can meet stress performance and assembled requirement, it is adaptable to assembling type steel structure dwelling house system under this utility model offer is a kind of.
Technical scheme: for achieving the above object, the technical solution adopted in the utility model is:
Passing through the square tube node of column and beam that ring iris type connects under a kind of, including upper steel column section (1) and lower steel column section (6), and one end of one end of described upper steel column section (1) and lower steel column section (6) is oppositely arranged；Be provided with upper ring plate (2) and T-steel (3) on one end that described upper steel column section (1) and lower steel column section (6) are close, and described upper ring plate (2) and T-steel (3) relative to lower steel column section (6) by as far as being closely distributed on upper steel column section (1)；It is provided with lower clapboard (5) on one end that described lower steel column section (6) is close with upper steel column section (1), and described lower clapboard (5) is provided with internal lining pipe (4) on the side of upper steel column section (1), described upper steel column section (1) is fixing with lower clapboard (5) to be connected, and described internal lining pipe (4) is arranged in steel column section (1).
Preferred: also to include girder steel (7), described girder steel (7) is fixing with T-steel (3) to be connected.
Preferred: described girder steel (7) is H profile steel, and the top flange of described girder steel (7) and upper ring plate (2) are fixing is connected, and the lower flange of described girder steel (7) is fixed with lower clapboard (5) and is connected.
Preferred: the top flange of described girder steel (7) is welded with upper ring plate (2), the lower flange of described girder steel (7) is welded with lower clapboard (5), and girder steel (7) web carries out bolt with T-steel (3) and is connected.
Preferred: described T-steel (3) is uniformly distributed along the circumference of upper steel column section (1).
Preferred: described upper steel column section (1), lower steel column section (6) carry out penetration butt weld with lower clapboard (5) respectively and be connected.
Preferred: described upper steel column section (1) uses penetration butt weld to be connected with upper ring plate (2), described upper steel column section (1) uses angle welding to be connected with T-steel (3).
Preferred: described lower steel column section (6) uses penetration butt weld to be connected with lower clapboard (5).
Preferred: described lower clapboard (5) carries out angle welding with internal lining pipe (4) and is connected.
Preferred: the outer tube diameter size of described internal lining pipe (4) is not more than the interior caliber size of upper steel column section (1).
Beneficial effect: this utility model provide a kind of under pass through ring iris type connect square tube node of column and beam, compared to existing technology, have the advantages that
Simple structure of the present invention, node composition major part is market finished product shaped steel, easy to make；Upper shell of column uses ring flat-plate to connect, and neither affects space and uses the secondary disconnection that turn avoid structural column at node；Weld internal lining pipe on through dividing plate in advance, not only play positioning action when upper and lower shell of column splices but also can be as the backing plate of splicing welding joint；The T-steel used between ring flat-plate and through dividing plate, on the one hand its abdominal part can carry out bolt at the scene and is connected with the web of girder steel, and on the other hand the effect strengthening nodes domains can be played again in its edge of a wing.The features such as therefore, it is big that node proposed by the invention has rigidity, and anti-seismic performance is superior, and on-the-spot splicing is convenient and swift, can be prevented effectively from again node while guarantee structure stress is safe and reliable and highlight metope, can be widely used in assembling type steel structure dwelling house system.
Accompanying drawing explanation
Fig. 1 is the three dimensional structure schematic diagram before assembly connection of the present invention；
Schematic diagram when Fig. 2 is that in the present invention, shell of column connects；
Schematic diagram when Fig. 3 is that under the present invention, shell of column connects；
Fig. 4 is the three dimensional structure schematic diagram after assembly connection of the present invention；
Fig. 5 is the planar structure schematic diagram after assembly connection of the present invention；
Fig. 6 is schematic diagram during upper ring plate of the present invention connection；
Fig. 7 is schematic diagram during lower clapboard of the present invention connection.
In figure: 1, upper shell of column；2, upper ring plate；3, T-steel；4, internal lining pipe；5, lower clapboard；6, lower shell of column；7, girder steel；8, high-strength bolt；9, connecting plate.
Detailed description of the invention
Below in conjunction with the accompanying drawings and specific embodiment, it is further elucidated with this utility model, it should be understood that these examples are merely to illustrate this utility model rather than limit scope of the present utility model, after having read this utility model, those skilled in the art all fall within the application claims limited range to the amendment of the various equivalent form of values of the present utility model.
Passing through the square tube node of column and beam that ring iris type connects under a kind of, such as Fig. 1, shown in 4, including upper steel column section 1 and lower steel column section 6, and one end of one end of described upper steel column section 1 and lower steel column section 6 is oppositely arranged.
As in figure 2 it is shown, be provided with upper ring plate 2 and T-steel 3 on upper steel column section 1 one end close with lower steel column section 6, and described upper ring plate 2 and T-steel 3 relative to lower steel column section 6 by as far as being closely distributed in upper steel column section 1.Described T-steel 3 is uniformly distributed along the circumference of upper steel column section 1.
As shown in Figure 3, it is provided with lower clapboard 5 on one end that lower steel column section 6 is close with upper steel column section 1, and described lower clapboard 5 is provided with internal lining pipe 4 on the side of upper steel column section 1, described upper steel column section 1 is fixing with lower clapboard 5 to be connected, and described internal lining pipe 4 is arranged in steel column section 1.The outer tube diameter size of described internal lining pipe 4 is not more than the interior caliber size of upper steel column section 1.Described lower clapboard 5 carries out angle welding with internal lining pipe 4 and is connected.
Such as Fig. 1, shown in 4, also including girder steel 7, described girder steel 7 is fixing with T-steel 3 to be connected.Described girder steel 7 is H profile steel, and the top flange of described girder steel 7 is fixed with upper ring plate 2 and is connected, and the lower flange of described girder steel 7 is fixed with lower clapboard 5 and is connected.
As shown in Figure 6: the top flange of described girder steel 7 is welded with upper ring plate 2, the lower flange of described girder steel 7 is welded with lower clapboard 5, and girder steel 7 web carries out bolt with T-steel 3 and is connected.
As shown in Figure 7: described upper steel column section 1, lower steel column section 6 carry out penetration butt weld with lower clapboard 5 respectively and be connected.Described upper steel column section 1 uses penetration butt weld to be connected with upper ring plate 2, and described upper steel column section 1 uses angle welding to be connected with T-steel 3.Described lower steel column section 6 uses penetration butt weld to be connected with lower clapboard 5.
The above is only preferred implementation of the present utility model; it is noted that, for those skilled in the art; on the premise of without departing from this utility model principle, it is also possible to make some improvements and modifications, these improvements and modifications also should be regarded as protection domain of the present utility model.
Claims (10)
1. pass through the square tube node of column and beam that ring iris type connects under one kind, it is characterized in that: include steel column section (1) and lower steel column section (6), and one end of one end of described upper steel column section (1) and lower steel column section (6) is oppositely arranged；Be provided with upper ring plate (2) and T-steel (3) on one end that described upper steel column section (1) and lower steel column section (6) are close, and described upper ring plate (2) and T-steel (3) relative to lower steel column section (6) by as far as being closely distributed on upper steel column section (1)；It is provided with lower clapboard (5) on one end that described lower steel column section (6) is close with upper steel column section (1), and described lower clapboard (5) is provided with internal lining pipe (4) on the side of upper steel column section (1), described upper steel column section (1) is fixing with lower clapboard (5) to be connected, and described internal lining pipe (4) is arranged in steel column section (1).
The square tube node of column and beam that ring iris type connects is passed through under the most according to claim 1, it is characterised in that: also including girder steel (7), described girder steel (7) is fixing with T-steel (3) to be connected.
The square tube node of column and beam that ring iris type connects is passed through under the most according to claim 2, it is characterized in that: described girder steel (7) is H profile steel, and the top flange of described girder steel (7) is fixing with upper ring plate (2) is connected, and the lower flange of described girder steel (7) is fixed with lower clapboard (5) and is connected.
The square tube node of column and beam that ring iris type connects is passed through under the most according to claim 3, it is characterized in that: the top flange of described girder steel (7) is welded with upper ring plate (2), the lower flange of described girder steel (7) is welded with lower clapboard (5), and girder steel (7) web carries out bolt with T-steel (3) and is connected.
The square tube node of column and beam that ring iris type connects is passed through under the most according to claim 1, it is characterised in that: described T-steel (3) is uniformly distributed along the circumference of upper steel column section (1).
The square tube node of column and beam that ring iris type connects is passed through under the most according to claim 1, it is characterised in that: described upper steel column section (1), lower steel column section (6) carry out penetration butt weld with lower clapboard (5) respectively and are connected.
The square tube node of column and beam that ring iris type connects is passed through under the most according to claim 1, it is characterized in that: described upper steel column section (1) uses penetration butt weld to be connected with upper ring plate (2), described upper steel column section (1) uses angle welding to be connected with T-steel (3).
The square tube node of column and beam that ring iris type connects is passed through under the most according to claim 1, it is characterised in that: described lower steel column section (6) uses penetration butt weld to be connected with lower clapboard (5).
The square tube node of column and beam that ring iris type connects is passed through under the most according to claim 1, it is characterised in that: described lower clapboard (5) carries out angle welding with internal lining pipe (4) and is connected.
The square tube node of column and beam that ring iris type connects is passed through under the most according to claim 1, it is characterised in that: the outer tube diameter size of described internal lining pipe (4) is not more than the interior caliber size of upper steel column section (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620233435.5U CN205421561U (en) | 2016-03-24 | 2016-03-24 | Pass through square tubular columns girder segment point that iris type of fitting with a contraceptive ring is connected down |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620233435.5U CN205421561U (en) | 2016-03-24 | 2016-03-24 | Pass through square tubular columns girder segment point that iris type of fitting with a contraceptive ring is connected down |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205421561U true CN205421561U (en) | 2016-08-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620233435.5U Expired - Fee Related CN205421561U (en) | 2016-03-24 | 2016-03-24 | Pass through square tubular columns girder segment point that iris type of fitting with a contraceptive ring is connected down |
Country Status (1)
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|---|---|
| CN (1) | CN205421561U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677344A (en) * | 2017-01-05 | 2017-05-17 | 东南大学 | Fabricated special-shaped beam-column steel frame-supporting residential structure |
| CN107035044A (en) * | 2017-05-19 | 2017-08-11 | 易筑集合（北京）科技有限公司 | A kind of light steel composite floor system structure bearing system |
| CN107034991A (en) * | 2017-05-19 | 2017-08-11 | 易筑集合（北京）科技有限公司 | A kind of tenon ear muff inserts floor connecting structure |
| CN107386463A (en) * | 2017-08-30 | 2017-11-24 | 天津大学 | A kind of lower logical upper link point |
| CN108915083A (en) * | 2018-07-06 | 2018-11-30 | 重庆大学 | A kind of novel fabricated clod wash heavy wall structural steel frame-Bracing Systems |
| CN110206146A (en) * | 2019-05-31 | 2019-09-06 | 西安建筑科技大学 | A kind of connecting node of square tubing string and H profile steel beam |
-
2016
- 2016-03-24 CN CN201620233435.5U patent/CN205421561U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677344A (en) * | 2017-01-05 | 2017-05-17 | 东南大学 | Fabricated special-shaped beam-column steel frame-supporting residential structure |
| CN107035044A (en) * | 2017-05-19 | 2017-08-11 | 易筑集合（北京）科技有限公司 | A kind of light steel composite floor system structure bearing system |
| CN107034991A (en) * | 2017-05-19 | 2017-08-11 | 易筑集合（北京）科技有限公司 | A kind of tenon ear muff inserts floor connecting structure |
| CN107386463A (en) * | 2017-08-30 | 2017-11-24 | 天津大学 | A kind of lower logical upper link point |
| CN108915083A (en) * | 2018-07-06 | 2018-11-30 | 重庆大学 | A kind of novel fabricated clod wash heavy wall structural steel frame-Bracing Systems |
| CN110206146A (en) * | 2019-05-31 | 2019-09-06 | 西安建筑科技大学 | A kind of connecting node of square tubing string and H profile steel beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160803 Termination date: 20180324 |
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| CF01 | Termination of patent right due to non-payment of annual fee |