CN205116428U - Connecting elements of circular steel tube post and girder steel - Google Patents
Connecting elements of circular steel tube post and girder steel Download PDFInfo
- Publication number
- CN205116428U CN205116428U CN201520889234.6U CN201520889234U CN205116428U CN 205116428 U CN205116428 U CN 205116428U CN 201520889234 U CN201520889234 U CN 201520889234U CN 205116428 U CN205116428 U CN 205116428U
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- round steel
- tubing string
- steel
- connecting elements
- cover plate
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a connecting elements of circular steel tube post and girder steel, including vertical short circular steel tube, the ring flange, vertical ribbed stiffener and the horizontal apron of strengthening, short circular steel tube link from top to bottom to be had the ring flange and links to each other with upper and lower circular steel tube post through high strength bolt, the ribbed stiffener links around short circular steel tube and becomes the symmetric distribution, is connected with steel beam web plate through connection cover plate and high strength bolt, the horizontal apron of strengthening links to each other with short circular steel tube and ribbed stiffener to be connected through the welding and the girder steel edge of a wing. The utility model has the advantages of intensity is high, and stability is good, and anti -seismic performance is good, the processing transportation is convenient, and the construction is installed and dismantle simply, and the construction installation accuracy is high, shortens construction period's outstanding feature, its elegant appearance of while, economical and practical, the industrialization degree is high, and safe and reliable's performance extensively is applicable to in multilayer or the high -rise steel construction building.
Description
Technical field
The utility model relates to steel building field, especially relates to the type of attachment of round steel tubing string and girder steel in multilayer or nigh-level synthesis.
Background technology
Along with performance excellent under the continuous maturation of structural steel design technology and its complex situations, steel building has more and more been subject to the favor of people, especially applies comparatively extensive in multilayer and highrise building.But it is high often to there is construction costs in the beam-to-column joint design and construction of actual steel work, high material consumption, construction and installation difficulty is large, the problem of stability difference, particularly particularly outstanding in the design and construction of girder steel and round steel tubing string type of attachment, this just can reduce the stability of structure, construction speed and economy, and then the advantages such as steel work modernization, standardization, industrialization can not be given full play of.
Summary of the invention
The purpose of this utility model is exactly the problem be connected with girder steel for round steel tubing string in current steel work, and provide a kind of processing convenient transportation, construction and installation are easy, industrialization degree is high, meets requirements for fortification against earthquake, and intensity is high, good stability, the connecting elements of economy and beautiful appearance.
The utility model solves the technical scheme that its technical problem adopts: the connecting elements of a kind of round steel tubing string and girder steel, comprise vertical short round steel pipe, flange, vertical reinforced rib strengthens cover plate with horizontal, and described short round steel pipe is connected with described flange up and down and is connected with upper and lower round steel tubing string by high-strength bolt; Described ribbed stiffener is connected in short round steel pipe surrounding and is symmetrically distributed, and is connected with high-strength bolt by connecting cover plate with steel beam web plate; Described cover plate of laterally strengthening is connected with ribbed stiffener with short round steel pipe, and is connected with steel beam flange by welding.
Flange described in the utility model, short round steel pipe, between vertical reinforced rib and horizontal reinforcement cover plate, type of attachment is the butt welding of through welding type.
Short round steel pipe described in the utility model is hot rolled seamless steel tube.
Flange described in the utility model is circulus, each one up and down, and is connected with upper and lower round steel tubing string by high-strength bolt.
The rib of vertical reinforced described in the utility model amounts to four and is distributed in short round steel pipe outer wall surrounding symmetrically, and thickness is identical with steel beam web plate thickness, is connected with high-strength bolt by connecting cover plate with steel beam web plate.
Laterally strengthen cover plate each up and down described in the utility model, top view is octagon, four long limits and four minor faces spaced apart and symmetrical between two, wherein four minor faces are connected by open butt weld with steel beam flange.
Compared with prior art the utility model has following characteristics and beneficial effect:
It is high that the utility model has intensity as the connecting elements of a kind of pipe steel column and girder steel, good stability, the advantage of excellent earthquake resistance, completely can by factory in advance processing and fabricating complete, overcome the on-the-spot program of traditional construction loaded down with trivial details, labour intensity is high, the shortcoming that site operation alignment error is large; Possess processing convenient transportation, simply, construction and installation precision is high for construction and installation and dismounting, shortens the outstanding feature of construction period; It is elegant in appearance, economical and practical simultaneously, and industrialization degree is high, and safe and reliable performance is widely used in multilayer or nigh-level synthesis.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structure shaft side figure of the present utility model.
Fig. 2 is structural front view of the present utility model.
Fig. 3 is structure top view of the present utility model.
Fig. 4 is the utility model and girder steel connecting portion schematic front view.
Fig. 5 is the utility model and girder steel connecting portion schematic side view.
Fig. 6 is the utility model and round steel tubing string connecting portion schematic diagram.
In figure: 1-round steel tubing string, 2-short round steel pipe, 3-strengthen cover plate, 4-high-strength bolt, 5-girder steel, 6-ribbed stiffener, 7-connect cover plate, 8-flange.
Detailed description of the invention
See accompanying drawing, the utility model is the connecting elements of a kind of round steel tubing string and girder steel, comprises vertical short round steel pipe 2, flange 8, vertical reinforced rib 6 and laterally reinforcement cover plate 3, described short round steel pipe about 2 is connected with described flange 8 and is connected with upper and lower round steel tubing string 1 by high-strength bolt 4; Described ribbed stiffener 6 is connected in short round steel pipe 2 surrounding and is symmetrically distributed, and is connected with high-strength bolt 4 by connecting cover plate 7 with girder steel 5 web; Described cover plate 3 of laterally strengthening is connected with ribbed stiffener 6 with short round steel pipe 2, and is connected with girder steel 5 edge of a wing by welding.
Further, flange 8 described in the utility model, short round steel pipe 2, the type of attachment of vertical reinforced rib 6 and laterally reinforcement cover plate 3 is the butt welding of through welding type.
Further, described short round steel pipe 2 is hot rolled seamless steel tube.
Further, described flange 8 is circulus, each one up and down, and is connected with upper and lower round steel tubing string 1 by high-strength bolt 4.
Further, described vertical reinforced rib 6 amounts to four and is distributed in short round steel pipe 2 outer wall surrounding symmetrically, and thickness is identical with girder steel 5 web thickness, is connected with high-strength bolt 4 by connecting cover plate 7 with girder steel 5 web.
Further, describedly laterally strengthen each one of cover plate about 3, top view is octagon, four long limits and four minor faces spaced apart and symmetrical between two, wherein four minor faces are connected by open butt weld with girder steel 5 edge of a wing.
Claims (6)
1. a connecting elements for round steel tubing string and girder steel, comprises vertical short round steel pipe, flange, and vertical reinforced rib strengthens cover plate with horizontal, it is characterized in that: described short round steel pipe is connected with described flange up and down and is connected with upper and lower round steel tubing string by high-strength bolt; Described ribbed stiffener is connected in short round steel pipe surrounding and is symmetrically distributed, and is connected with high-strength bolt by connecting cover plate with steel beam web plate; Described cover plate of laterally strengthening is connected with ribbed stiffener with short round steel pipe, and is connected with steel beam flange by welding.
2. the connecting elements of round steel tubing string according to claim 1 and girder steel, is characterized in that: described flange, short round steel pipe, and between vertical reinforced rib and horizontal reinforcement cover plate, type of attachment is the butt welding of through welding type.
3. the connecting elements of round steel tubing string according to claim 1 and girder steel, is characterized in that: described short round steel pipe is hot rolled seamless steel tube.
4. the connecting elements of round steel tubing string according to claim 1 and girder steel, is characterized in that: described flange is circulus, each one up and down, and is connected with upper and lower round steel tubing string by high-strength bolt.
5. the connecting elements of round steel tubing string according to claim 1 and girder steel, it is characterized in that: described vertical reinforced rib amounts to four and is distributed in short round steel pipe outer wall surrounding symmetrically, thickness is identical with steel beam web plate thickness, is connected with high-strength bolt by connecting cover plate with steel beam web plate.
6. the connecting elements of round steel tubing string according to claim 1 and girder steel, it is characterized in that: described transverse direction strengthens cover plate each up and down, top view is octagon, article four, long limit and four minor faces spaced apart and symmetrical between two, wherein four minor faces are connected by open butt weld with steel beam flange.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520889234.6U CN205116428U (en) | 2015-11-10 | 2015-11-10 | Connecting elements of circular steel tube post and girder steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520889234.6U CN205116428U (en) | 2015-11-10 | 2015-11-10 | Connecting elements of circular steel tube post and girder steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205116428U true CN205116428U (en) | 2016-03-30 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520889234.6U Expired - Fee Related CN205116428U (en) | 2015-11-10 | 2015-11-10 | Connecting elements of circular steel tube post and girder steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205116428U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926775A (en) * | 2016-05-06 | 2016-09-07 | 东南大学 | Novel concrete-filled steel tube beam column joint |
| CN106638958A (en) * | 2016-11-18 | 2017-05-10 | 天津大学 | Assembling type embedded beam-column joint structure |
| CN107338872A (en) * | 2017-08-23 | 2017-11-10 | 青岛理工大学 | Double-sleeve steel structure beam column joint and installation method |
| CN108643352A (en) * | 2018-04-18 | 2018-10-12 | 浙江大地钢结构有限公司 | The board-like connecting node of outer shroud |
| CN109537728A (en) * | 2019-01-11 | 2019-03-29 | 青岛理工大学 | Beam-column connecting device and manufacturing method thereof |
| CN110761174A (en) * | 2019-11-15 | 2020-02-07 | 中国人民解放军陆军工程大学 | Assembled reinforced composite material foam sandwich cylindrical lattice column and assembling process thereof |
| GR1009912B (en) * | 2020-02-23 | 2021-01-19 | Ιωαννης Τηλεμαχου-Παναγιωτη Πισσας | Aesthetic connection of hollow beams with internal gasket-sleeve conducted to the final position via a sacrified pulley |
-
2015
- 2015-11-10 CN CN201520889234.6U patent/CN205116428U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926775A (en) * | 2016-05-06 | 2016-09-07 | 东南大学 | Novel concrete-filled steel tube beam column joint |
| CN106638958A (en) * | 2016-11-18 | 2017-05-10 | 天津大学 | Assembling type embedded beam-column joint structure |
| CN107338872A (en) * | 2017-08-23 | 2017-11-10 | 青岛理工大学 | Double-sleeve steel structure beam column joint and installation method |
| CN107338872B (en) * | 2017-08-23 | 2019-02-05 | 青岛理工大学 | Double-sleeve steel structure beam column joint and installation method |
| CN108643352A (en) * | 2018-04-18 | 2018-10-12 | 浙江大地钢结构有限公司 | The board-like connecting node of outer shroud |
| CN109537728A (en) * | 2019-01-11 | 2019-03-29 | 青岛理工大学 | Beam-column connecting device and manufacturing method thereof |
| CN109537728B (en) * | 2019-01-11 | 2021-03-23 | 青岛理工大学 | Beam-column connecting device and manufacturing method thereof |
| CN110761174A (en) * | 2019-11-15 | 2020-02-07 | 中国人民解放军陆军工程大学 | Assembled reinforced composite material foam sandwich cylindrical lattice column and assembling process thereof |
| GR1009912B (en) * | 2020-02-23 | 2021-01-19 | Ιωαννης Τηλεμαχου-Παναγιωτη Πισσας | Aesthetic connection of hollow beams with internal gasket-sleeve conducted to the final position via a sacrified pulley |
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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: 20160330 Termination date: 20161110 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |