CN205444492U - H type cantilever girder steel post geometric cross section mosaic structure - Google Patents
H type cantilever girder steel post geometric cross section mosaic structure Download PDFInfo
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- CN205444492U CN205444492U CN201620246924.4U CN201620246924U CN205444492U CN 205444492 U CN205444492 U CN 205444492U CN 201620246924 U CN201620246924 U CN 201620246924U CN 205444492 U CN205444492 U CN 205444492U
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Abstract
The utility model discloses a H type cantilever girder steel post geometric cross section mosaic structure adopts the concatenation of H shaped steel, including girder steel and steel column, the girder steel is divided into cantilever beam and frame roof beam, and the cantilever beam welds on the steel column, and cantilever beam and frame roof beam splice mutually, and the concatenation section of cantilever beam and frame roof beam designs into the Z shape or the rectangular -section structure of mutual formula, and cantilever beam and frame roof beam pass through the splice plate to be connected, and the splice plate is divided into setting two web splice plates of two edge of a wing splice plates and fore -and -afters about concatenation section. The utility model discloses beneficial effect is obvious: the weldment work of cantilever beam and frame roof beam concatenation junction accomplishes at the interplant to effectually the defect that the field weld brought has been avoided, the use amount of saving the bolt reduces on -the -spot installation work volume, improves work efficiency, shortens the cycle, reduce project cost.
Description
Technical field
This utility model belongs to technical field of structural engineering, relates to a kind of H type Steel Cantilever beam column geometric cross section splicing construction.
Background technology
China's " seismic design provision in building code " and " Technical Specification for Steel Structure of Tall Buildings " all recommend band cantilever segment beam-column connection form.
At present, the splicing of cantilever girder steel mainly has two ways: one is by using high-strength bolt by cantilever beam web together with Vierendeel girder web splice, is welded together with the Vierendeel girder edge of a wing on the cantilever beam edge of a wing by field joint weldering；Two is by using high-strength bolt and splice plate by together with the edge of a wing of Vierendeel girder and cantilever beam and web splice.These the most conventional splicing forms are designed by the principle of equal strength, have good stress performance, are widely used.The weak point of mode one is, due to needs welding at the construction field (site), is limited by environment and construction site condition, Site Welding workload is bigger, welding quality can not be guaranteed, and easily produces abundant residues stress in commissure, is susceptible to brittle fracture under the load action that moves in circles.The weak point of mode two is, the full bolt connection node of band cantilever beam section beam column, due to the most with bolts, needs to expend substantial amounts of bolt, and in-site installation is complicated, installs inconvenience, increases construction costs.Both modes be all difficult to meet steel construction quickly, the needs of green construction, be unfavorable for reducing construction cost and the reduction of erection time of structure with assembled lightweight steel.
Summary of the invention
For above-mentioned the deficiencies in the prior art, this utility model provides a kind of H type Steel Cantilever beam column geometric cross section splicing construction, and the section part of cantilever beam and Vierendeel girder is staggered to be coordinated, and makes its fluid-tight engagement through Milling Machining.
The technical solution adopted in the utility model is:
A kind of H type Steel Cantilever beam column geometric cross section splicing construction, including girder steel and steel column, girder steel is divided into cantilever beam and Vierendeel girder, cantilever beam is welded on steel column, cantilever beam splices mutually with Vierendeel girder, the splicing section part of cantilever beam and Vierendeel girder is designed to the Z-shaped of reciprocal formula or retangular section structure, splices the close interlaced arrangement of section part；The splice ends of cantilever beam and Vierendeel girder is connected by splice plate.
Splice plate is divided into and is arranged on the splicing upper and lower two pieces of flange splice plate of section part and two blocks of web splice plates front and back.Section junction, the web of girder steel combines closely connection, also combines closely connection in the edge of a wing of girder steel.
Flange splice plate welds mutually with steel beam flange, and on upper and lower flange splice plate and girder steel, lower flange is respectively equipped with several connecting holes, and on upper and lower flange splice plate and girder steel, lower flange connects by several edge of a wing bolts are fixing respectively.The distribution of upper and lower edge of a wing bolt dot center centered by the Z-shaped or intermediate vertical kernel of section of rectangular cross section is symmetrical arranged.
Web splice plate and steel beam web plate are provided with several connecting holes and are connected by several web bolts, web bolt is symmetrical arranged with girder steel by-level longitudinal section for the plane of symmetry, and in the middle of Z-shaped or rectangular cross section, centered by the point on vertical equity line, dot center is symmetrical arranged.
This utility model indicates with General stereoscopic coordinate for direction, is laterally X, is vertically Y, is longitudinally Z.
This utility model beneficial effect is obvious: the welding job of (1) cantilever beam and Vierendeel girder splicing junction is to complete in factory, thus effectively avoids the defect that Site Welding brings；(2) save the usage amount of bolt, reduce on-the-spot installation workload, improve work efficiency, shorten the cycle, reduce construction costs.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model embodiment 1.
Fig. 2 is the structural representation that this utility model embodiment 1 splices cantilever beam.
Fig. 3 is the structural representation that this utility model embodiment 1 joint frame is set a roof beam in place.
Fig. 4 is the top plan view of this utility model embodiment 1.
Fig. 5 is the face upwarding section of this utility model embodiment 1.
Reference: cantilever beam 1, Vierendeel girder 2, steel column 3, splice plate 4, flange splice plate 41, web splice plate 42, edge of a wing bolt 51, web bolt 52.
Detailed description of the invention
With specific embodiment, this utility model is described further below in conjunction with the accompanying drawings, but, scope of the present utility model is not limited to following embodiment.
Embodiment 1:
A kind of H type Steel Cantilever beam column geometric cross section splicing construction, including girder steel and steel column 3, girder steel is divided into cantilever beam 1 and Vierendeel girder 2, cantilever beam 1 is welded on steel column 3, cantilever beam 1 splices mutually with Vierendeel girder 2, the splicing section part of cantilever beam 1 and Vierendeel girder 2 is designed to the Z-shaped section structure of reciprocal formula, splices the close interlaced arrangement of section part；The splice ends of cantilever beam 1 and Vierendeel girder 2 is connected by splice plate 4.
Splice plate 4 is divided into and is arranged on the splicing upper and lower two pieces of flange splice plate 41 of section part and two blocks of web splice plates 42 front and back.Section junction, the web of girder steel combines closely connection, also combines closely connection in the edge of a wing of girder steel.
Flange splice plate 41 welds mutually with steel beam flange, and on upper and lower flange splice plate 41 and girder steel, lower flange is respectively equipped with several connecting holes, and on upper and lower flange splice plate 41 and girder steel, lower flange is respectively by several fixing connections of edge of a wing bolt 51.Distribution dot center centered by the intermediate vertical kernel of section of Z-shaped section of upper and lower edge of a wing bolt 51 is symmetrical arranged.
The edge of a wing bolt 51 that upper and lower two pieces of flange splice plate 41 use is respectively 8.
Web splice plate 42 and steel beam web plate are provided with connecting hole and are connected by web bolt 52, and web bolt 52 is symmetrical arranged with girder steel by-level longitudinal section for the plane of symmetry, and in the middle of Z-shaped section, centered by the point on vertical equity line, dot center is symmetrical arranged.
Connecting hole is corresponding with web bolt 52.
Edge of a wing bolt 51 and web bolt 52 are the high-strength bolt through miller processing.
It is to complete in factory that the cantilever beam 1 of the present embodiment and Vierendeel girder 2 splice the welding job of junction, thus effectively avoids the defect that Site Welding brings；The high-strength bolt through miller processing selected by edge of a wing bolt 51 and web bolt 52, improves splicing operation quality.
Embodiment 2:
The splicing section part of arm beam 1 and Vierendeel girder 2 is designed to the retangular section structure of reciprocal formula, and remaining is same as in Example 1.
Claims (5)
1. a H type Steel Cantilever beam column geometric cross section splicing construction, employing H profile steel is spliced, including girder steel and steel column 3, girder steel is divided into cantilever beam (1) and Vierendeel girder (2), cantilever beam 1 is welded on steel column (3), cantilever beam (1) splices mutually with Vierendeel girder (2), it is characterized in that, the splicing section part of cantilever beam (1) and Vierendeel girder (2) is designed to the Z-shaped of reciprocal formula or retangular section structure, cantilever beam (1) and Vierendeel girder (2) are connected by splice plate (4), splice plate (4) is divided into and is arranged on the splicing upper and lower two pieces of flange splice plate (41) of section part and two pieces of web splice plates (42) front and back.
A kind of H type Steel Cantilever beam column geometric cross section the most according to claim 1 splicing construction, it is characterized in that, flange splice plate (41) welds mutually with steel beam flange, on upper and lower flange splice plate (41) and girder steel, lower flange is respectively equipped with several connecting holes, and on upper and lower flange splice plate (41) and girder steel, lower flange connects by several edge of a wing bolts (51) are fixing respectively.
A kind of H type Steel Cantilever beam column geometric cross section the most according to claim 2 splicing construction, it is characterised in that the distribution on upper and lower edge of a wing bolt (51) dot center centered by the Z-shaped or intermediate vertical kernel of section of rectangular cross section is symmetrical arranged.
A kind of H type Steel Cantilever beam column geometric cross section the most according to claim 1 splicing construction, it is characterised in that web splice plate (42) and steel beam web plate are provided with several connecting holes and are connected by several web bolts (52).
A kind of H type Steel Cantilever beam column geometric cross section the most according to claim 4 splicing construction, it is characterized in that, several web bolts (52) described are symmetrical arranged with girder steel by-level longitudinal section for the plane of symmetry, and in the middle of Z-shaped or rectangular cross section, centered by the point on vertical equity line, dot center is symmetrical arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620246924.4U CN205444492U (en) | 2016-03-29 | 2016-03-29 | H type cantilever girder steel post geometric cross section mosaic structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620246924.4U CN205444492U (en) | 2016-03-29 | 2016-03-29 | H type cantilever girder steel post geometric cross section mosaic structure |
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| Publication Number | Publication Date |
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| CN205444492U true CN205444492U (en) | 2016-08-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620246924.4U Expired - Fee Related CN205444492U (en) | 2016-03-29 | 2016-03-29 | H type cantilever girder steel post geometric cross section mosaic structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988418A (en) * | 2017-02-27 | 2017-07-28 | 国住人居工程顾问有限公司 | A kind of assembling type steel structure beam-column node structure and assembly method |
| CN107882174A (en) * | 2017-11-23 | 2018-04-06 | 厦门华旸建筑工程设计有限公司 | A kind of suspended beam type steel structure frame |
| CN112575668A (en) * | 2019-09-30 | 2021-03-30 | 比亚迪股份有限公司 | Track beam and track traffic system with same |
| CN114737672A (en) * | 2022-03-28 | 2022-07-12 | 中国矿业大学 | Concrete beam-column assembled node structure with cantilever beam section and assembling method |
| CN117386014A (en) * | 2023-12-12 | 2024-01-12 | 北京工业大学 | Z-shaped beam column connection outsourcing concrete section steel special-shaped column-honeycomb beam assembly structure |
-
2016
- 2016-03-29 CN CN201620246924.4U patent/CN205444492U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988418A (en) * | 2017-02-27 | 2017-07-28 | 国住人居工程顾问有限公司 | A kind of assembling type steel structure beam-column node structure and assembly method |
| CN106988418B (en) * | 2017-02-27 | 2019-08-09 | 国住人居工程顾问有限公司 | A kind of assembling type steel structure beam-column node structure and assembly method |
| CN107882174A (en) * | 2017-11-23 | 2018-04-06 | 厦门华旸建筑工程设计有限公司 | A kind of suspended beam type steel structure frame |
| CN107882174B (en) * | 2017-11-23 | 2023-11-07 | 厦门华旸建筑工程设计有限公司 | Hanging beam type steel structure frame |
| CN112575668A (en) * | 2019-09-30 | 2021-03-30 | 比亚迪股份有限公司 | Track beam and track traffic system with same |
| WO2021063287A1 (en) * | 2019-09-30 | 2021-04-08 | 比亚迪股份有限公司 | Track beam and rail transit system having same |
| CN114737672A (en) * | 2022-03-28 | 2022-07-12 | 中国矿业大学 | Concrete beam-column assembled node structure with cantilever beam section and assembling method |
| CN117386014A (en) * | 2023-12-12 | 2024-01-12 | 北京工业大学 | Z-shaped beam column connection outsourcing concrete section steel special-shaped column-honeycomb beam assembly structure |
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| 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: 20160810 Termination date: 20170329 |
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| CF01 | Termination of patent right due to non-payment of annual fee |