CN206052956U - A kind of H types cantilever beam-column splicing construction - Google Patents
A kind of H types cantilever beam-column splicing construction Download PDFInfo
- Publication number
- CN206052956U CN206052956U CN201621034046.6U CN201621034046U CN206052956U CN 206052956 U CN206052956 U CN 206052956U CN 201621034046 U CN201621034046 U CN 201621034046U CN 206052956 U CN206052956 U CN 206052956U
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- cantilever beam
- connecting plate
- vierendeel girder
- column
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- 238000010276 construction Methods 0.000 title claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- 238000003466 welding Methods 0.000 claims abstract description 5
- 238000003801 milling Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a kind of H types cantilever beam-column splicing construction, including column, cantilever beam, connecting bolt, Vierendeel girder, connecting plate and edge of a wing connecting plate, it is characterised in that：The cantilever beam is fixedly connected on the right side of column, the right-hand member of the cantilever beam is connected with Vierendeel girder, the connecting bolt is through being installed between connecting plate and cantilever beam, Vierendeel girder, the Vierendeel girder and cantilever beam are provided with the web bolt hole for running through, the edge of a wing connecting plate is fixedly installed in the inwall of cantilever beam and Vierendeel girder, and the connecting plate is provided with the connecting plate bolt hole for running through.Edge of a wing connecting plate is arranged on the H type cantilever beam-column splicing constructions inwall of girder steel, and replace bolt connection by the way of welding, so as to realize the preferable flatness of girder steel outer wall, cantilever beam and being connected in factory for Vierendeel girder complete, reduce the operation intensity of construction site, be conducive to improve production efficiency and accelerate the progress of construction.
Description
Technical field
This utility model is related to beam-column splicing field, specially a kind of H types cantilever beam-column splicing construction.
Background technology
At present, cantilever web is mainly spelled with framework web by the splicing of cantilever girder steel by using high-strength bolt
It is connected together, cantilever flange of beam is welded together with framework flange of beam by field joint weldering, or by using high intensity spiral shell
, by together with the edge of a wing of Vierendeel girder and cantilever beam and web splice, these conventional at present splicing forms are strong by waiting for bolt and splice plate
Degree principle is designed, and with good stress performance, is widely used, but there is also weak point, such as flat to girder steel outer wall
Whole to spend the construction environment having high demands, prominent connecting plate can affect the quality constructed.
Utility model content
The purpose of this utility model is to provide a kind of H types cantilever beam-column splicing construction, to solve above-mentioned background technology
The problem of the outer surface poor flatness of the existing beam-column splicing construction of middle proposition.
For achieving the above object, this utility model provides following technical scheme：A kind of H types cantilever beam-column splicing construction,
Including column, cantilever beam, connecting bolt, Vierendeel girder, connecting plate, edge of a wing connecting plate, web bolt hole and connecting plate bolt hole, its
It is characterised by：The cantilever beam is fixedly connected on the right side of column, and the right-hand member of the cantilever beam is connected with Vierendeel girder, the company
Through being installed between connecting plate and cantilever beam, Vierendeel girder, the Vierendeel girder and cantilever beam are provided with the web for running through to connecting bolt
Bolt hole, the edge of a wing connecting plate are fixedly installed in the inwall of cantilever beam and Vierendeel girder, and the connecting plate is provided with the company run through
Fishplate bar bolt hole.
Preferably, the edge of a wing connecting plate is connected by way of welding between cantilever beam, Vierendeel girder.
Preferably, the joint of the cantilever beam and Vierendeel girder is through the flat process of milling.
Preferably, the connecting plate and edge of a wing connecting plate are to be symmetrical arranged centered on the web of girder steel.
Preferably, 16 connecting plate bolts hole are arranged with the connecting plate altogether.
Compared with prior art, the beneficial effects of the utility model are：The edge of a wing is connected by the H type cantilever beam-column splicing constructions
Fishplate bar is arranged on the inwall of girder steel, and by the way of welding replaces bolt connection, so as to realize that girder steel outer wall is preferably put down
Being connected in factory for whole degree, cantilever beam and Vierendeel girder is completed, and reduces the operation intensity of construction site, is conducive to improving production effect
Rate and the progress of quickening construction, also retains the mode being attached with connecting plate, it is ensured that girder steel between cantilever beam and Vierendeel girder
Intensity.
Description of the drawings
Fig. 1 is this utility model structural representation；
Fig. 2 is this utility model top view cross section structural representation；
Fig. 3 is this utility model frame beam structure schematic diagram；
Fig. 4 is this utility model cantilever beam structure schematic diagram.
In figure：1 column, 2, cantilever beam, 3, connecting bolt, 4, Vierendeel girder, 5, connecting plate, 6, edge of a wing connecting plate, 7, web
Bolt hole, 8, connecting plate bolt hole.
Specific embodiment
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only this utility model a part of embodiment, rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of this utility model protection.
Fig. 1-4 are referred to, this utility model provides a kind of technical scheme：A kind of H types cantilever beam-column splicing construction, including
Column 1, cantilever beam 2, connecting bolt 3, Vierendeel girder 4, connecting plate 5, edge of a wing connecting plate 6, web bolt hole 7 and connecting plate bolt hole
8, cantilever beam 2 is fixedly connected on the right side of column 1, and the right-hand member of cantilever beam 2 is connected with Vierendeel girder 4, cantilever beam 2 and Vierendeel girder 4
Joint process through milling is flat, connecting bolt 3 through being installed between connecting plate 5 and cantilever beam 2, Vierendeel girder 4, Vierendeel girder 4
The web bolt hole 7 for running through is provided with cantilever beam 2, edge of a wing connecting plate 6 is fixedly installed in the inwall of cantilever beam 2 and Vierendeel girder 4,
It is connected by way of welding between edge of a wing connecting plate 6 and cantilever beam 2, Vierendeel girder 4, connecting plate 5 is provided with the connection for running through
Crab bolt hole 8, is arranged with 16 connecting plate bolts hole 8 altogether on connecting plate 5, connecting plate 5 and edge of a wing connecting plate 6 are with girder steel
It is symmetrical arranged centered on web.
Operation principle：When using the H type cantilever beam-column splicing constructions, the splicing of whole H types cantilever beam-column need to be tied
Structure has the understanding in a structure, when mounted, more easily can carry out, first, by the right of cantilever beam 2 and Vierendeel girder 4
Junction carries out that milling is flat to be processed, and cantilever beam 2 and Vierendeel girder 4 are docking together, by the connecting plate bolt hole 8 on connecting plate 5 with it is outstanding
Web bolt hole 7 on arm beam 2, Vierendeel girder 4 aligns, and three is fixedly installed togather with connecting bolt 3, then, by the edge of a wing
Connecting plate 6 is welded on the inwall of cantilever beam 2 and Vierendeel girder 4, that is, complete the installation process in factory, and edge of a wing connecting plate 6 is welded
The inwall for being connected on girder steel has been effectively ensured the flatness of girder steel outer wall, when needing construction, only need to again by mounted girder steel with it is vertical
1 abutting joint of post.
Although being described in detail to this utility model with reference to the foregoing embodiments, for those skilled in the art comes
Say, which still can be modified to the technical scheme described in foregoing embodiments, or which part technical characteristic is entered
Row equivalent, all within spirit of the present utility model and principle, any modification, equivalent substitution and improvements made etc. all should
It is included within protection domain of the present utility model.
Claims (5)
1. a kind of H types cantilever beam-column splicing construction, including column (1), cantilever beam (2), connecting bolt (3), Vierendeel girder (4),
Connecting plate (5), edge of a wing connecting plate (6), web bolt hole (7) and connecting plate bolt hole (8), it is characterised in that：The cantilever beam
(2) right side of column (1) is fixedly connected on, the right-hand member of the cantilever beam (2) is connected with Vierendeel girder (4), the connecting bolt
(3) through being installed between connecting plate (5) and cantilever beam (2), Vierendeel girder (4), set on the Vierendeel girder (4) and cantilever beam (2)
There is the web bolt hole (7) for running through, the edge of a wing connecting plate (6) is fixedly installed in the inwall of cantilever beam (2) and Vierendeel girder (4),
The connecting plate (5) is provided with the connecting plate bolt hole (8) for running through.
2. a kind of H types cantilever beam-column splicing construction according to claim 1, it is characterised in that：The edge of a wing connecting plate
(6) it is connected by way of welding between cantilever beam (2), Vierendeel girder (4).
3. a kind of H types cantilever beam-column splicing construction according to claim 1, it is characterised in that：The cantilever beam (2) and
The joint of Vierendeel girder (4) is through the flat process of milling.
4. a kind of H types cantilever beam-column splicing construction according to claim 1, it is characterised in that：The connecting plate (5) and
Edge of a wing connecting plate (6) is symmetrical arranged centered on the web of girder steel.
5. a kind of H types cantilever beam-column splicing construction according to claim 1, it is characterised in that：On the connecting plate (5)
16 connecting plate bolts hole (8) are arranged with altogether.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621034046.6U CN206052956U (en) | 2016-08-31 | 2016-08-31 | A kind of H types cantilever beam-column splicing construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621034046.6U CN206052956U (en) | 2016-08-31 | 2016-08-31 | A kind of H types cantilever beam-column splicing construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206052956U true CN206052956U (en) | 2017-03-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621034046.6U Expired - Fee Related CN206052956U (en) | 2016-08-31 | 2016-08-31 | A kind of H types cantilever beam-column splicing construction |
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| CN109797856A (en) * | 2019-01-25 | 2019-05-24 | 北京工业大学 | A kind of recoverable function steel frame eccentrical braces of big headroom and flange plate |
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| CN109853753A (en) * | 2019-01-25 | 2019-06-07 | 北京工业大学 | A kind of anti-buckling inverted L shape web cutting member combined joint attachment device of recoverable function assembled |
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| CN111433416A (en) * | 2017-10-13 | 2020-07-17 | 构法开发株式会社 | Joint structure of H-shaped steel |
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| CN111433416A (en) * | 2017-10-13 | 2020-07-17 | 构法开发株式会社 | Joint structure of H-shaped steel |
| CN108193832A (en) * | 2017-12-29 | 2018-06-22 | 上海建工集团股份有限公司 | A kind of i-shape steel beam assembled connecting node and its construction method |
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| CN109797853A (en) * | 2019-01-25 | 2019-05-24 | 北京工业大学 | A kind of recoverable function steel frame eccentrical braces of flange plate |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 330013, Nanchang economic and Technological Development Zone, Jiangxi Green Road, No. 923 Patentee after: HANGXIAO STEEL STRUCTURE (JIANGXI) CO.,LTD. Address before: 330013, Nanchang economic and Technological Development Zone, Jiangxi Green Road, No. 923 Patentee before: JIANGXI HANGXIAO STEEL STRUCTURE Co.,Ltd. |
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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: 20170329 |