CN219604561U - Steel column connected with multi-angle and multi-direction steel beam - Google Patents
Steel column connected with multi-angle and multi-direction steel beam Download PDFInfo
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- CN219604561U CN219604561U CN202320502314.6U CN202320502314U CN219604561U CN 219604561 U CN219604561 U CN 219604561U CN 202320502314 U CN202320502314 U CN 202320502314U CN 219604561 U CN219604561 U CN 219604561U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 158
- 239000010959 steel Substances 0.000 title claims abstract description 158
- 238000010276 construction Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
The utility model discloses a steel column connected with a multi-angle and multi-directional steel beam, which comprises a Y-shaped steel column, and a main beam bracket and a secondary beam bracket which are connected on an inclined column of the Y-shaped steel column, wherein one part of the secondary beam bracket is connected with the inclined column, and the other part of the secondary beam bracket is connected with the intersected main beam bracket. According to the utility model, the steel column is arranged into the Y-shaped steel column, so that the connection between the steel column and the plurality of multi-angle steel beams is satisfied, and the problem that the plurality of steel beams and the steel column cannot be intersected on the same plane at the same time due to the huge cross section of a component when the steel column is intersected with 7 steel beams with different angles is solved.
Description
Technical Field
The utility model relates to the technical field of steel structure design and installation, in particular to a steel column connected with a multi-angle and multi-directional steel beam.
Background
In modern steel structure buildings, along with the development of diversity of requirements on building structures and diversity of aesthetic building, the construction of the steel structure buildings is more and more unique and complex, and the steel structure nodes are required to be diversified to meet corresponding requirements, and meanwhile, the structural strength of the steel structure nodes is required to meet the requirements.
Set up the steel vestibule between certain science and technology museum project and the subway, it comprises steel column, box roof beam and H type roof beam, and the steel column needs to intersect with 7 different angle girder steel simultaneously.
At present, to multi-angle, multidirectional steel column, girder steel are connected, generally be directly with girder steel with the steel column connection, like the utility model patent application of application number for CN202110641536.1, disclose a round steel column and square steel beam assembled connection structure, including first steel column and second steel column, the cross-sectional dimension of first steel column is greater than the cross-sectional dimension of second steel column, the top of first steel column is provided with the post top edge banding board, the inside of first steel column is provided with the stiffening plate, the first circular connecting plate of bottom fixedly connected with of first steel column, the top fixedly connected with second circular connecting plate of second steel column, through bolt fixed connection between first circular connecting plate and the second circular connecting plate, be provided with square girder steel on the week of first steel column. According to the scheme, the cross-section diameter of the steel column is increased, so that the steel column is connected with multi-angle and multi-directional steel beams, however, the scheme is only suitable for the situation that the number of the steel beams is small, when the steel column is intersected with 7 steel beams with different angles according to the scheme of the utility model, due to the fact that the cross section of a component is huge, the multi-beam and the steel column cannot be intersected on the same plane at the same time, and the scheme is not suitable for the connection of the multi-angle and multi-directional steel columns and the steel beams, and a steel column and steel beam connection node is needed.
Disclosure of Invention
The utility model provides a steel column connected with multi-angle and multi-direction steel beams, which meets the requirement that the steel column is connected with a plurality of multi-angle steel beams.
The technical problems to be solved are as follows: when the steel column is intersected with 7 steel beams with different angles, the multi-beam and the steel column cannot be intersected on the same plane at the same time due to the huge cross section of the component.
In order to solve the technical problems, the utility model adopts the following technical scheme:
the utility model discloses a steel column connected with a multi-angle and multi-directional steel beam, which comprises a Y-shaped steel column, and a main beam bracket and a secondary beam bracket which are connected on an inclined column of the Y-shaped steel column, wherein one part of the secondary beam bracket is connected with the inclined column, and the other part of the secondary beam bracket is connected with the intersected main beam bracket.
The utility model discloses a steel column connected with a multi-angle and multi-directional steel beam, which further comprises an embedded section steel column, a Y-field steel column connected with the embedded section steel column and an inclined column section connected with the Y-field steel column, wherein main beam brackets and secondary beam brackets are fixedly arranged on the inclined column section.
The utility model relates to a steel column connected with a multi-angle and multi-directional steel beam, which further comprises a round tube, a Y-shaped stiffening plate fixedly arranged at the upper end of the round tube and semicircular Y-limb tubes respectively welded at two sides of the Y-shaped stiffening plate.
The steel column connected with the multi-angle and multi-directional steel beam is further characterized in that the upper end of the round tube is provided with the slot, and the lower end of the Y-shaped stiffening plate is inserted into the slot and fixedly connected with the round tube.
The utility model relates to a steel column connected with multi-angle and multi-directional steel beams, and further, a cross beam is connected between two inclined column sections.
The utility model relates to a steel column connected with a multi-angle and multi-directional steel beam, and further, the bottom surface of a cross beam is positioned above a connecting weld joint of a Y-field steel column and an inclined column section.
The utility model relates to a steel column connected with multi-angle and multi-directional steel beams, and further, the main beam bracket and the secondary beam bracket are H-shaped brackets or box brackets.
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the utility model, the steel column is arranged into the Y-shaped steel column, so that the connection between the steel column and a plurality of multi-angle steel beams is satisfied, and the problem that the multi-beam and the steel column cannot be intersected on the same plane at the same time due to the huge cross section of a component when the steel column is intersected with 7 steel beams with different angles is solved;
2. the Y-shaped steel column is reasonably segmented, so that the subsequent construction difficulty is simplified, and the Y-shaped steel column meets the transportation height limiting requirement;
3. the Y-shaped stiffening plate and the semicircular Y-shaped limb pipe are arranged, so that the Y-shaped steel column can be realized by splicing plates, the structure of the steel column and the installation and molding mode are simplified, the traditional cross insertion plate is optimized into the Y-shaped stiffening plate, the weldability of hidden welding seams is realized, and the structural performance of the steel structure is ensured;
4. the secondary beams Niu Tuibu are connected with the main beam brackets, and the main beam brackets are connected with the steel columns, so that the multi-angle steel columns can be simultaneously intersected with the connecting joints.
The utility model is further described below with reference to the accompanying drawings.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of the Y-shaped steel column structure of the utility model;
FIG. 3 is a schematic view of a circular tube structure of the present utility model;
FIG. 4 is a schematic view of a structure of a Y-shaped stiffening plate for installing a round tube;
FIG. 5 is a schematic view of a Y-shaped stiffening plate of the present utility model with a Y-shaped tube.
Reference numerals:
1. y-shaped steel column; 2. a main girder bracket; 3. a secondary beam bracket; 4. a main beam; 5. a secondary beam; 6. pre-buried section steel column; 7. y field steel column; 8. a diagonal column section; 9. a round tube; 10. y-shaped stiffening plates; 11. y limb tube; 12. a slot; 13. and a cross beam.
Detailed Description
As shown in figures 1-5, the steel column connected with the multi-angle and multi-directional steel beam comprises a Y-shaped steel column 1, and a main beam bracket 2 and a secondary beam bracket 3 which are connected to the inclined column of the Y-shaped steel column 1, wherein the main beam bracket 2 and the secondary beam bracket 3 are connected with a main beam 4 and a secondary beam 5 which correspond to each other, one part of the secondary beam bracket 3 is connected with the inclined column, and the other part is connected with the intersected main beam bracket 2, and the main beam bracket 2 and the secondary beam bracket 3 are H-shaped brackets or box brackets.
Y style of calligraphy steel column 1 includes pre-buried section steel column 6, the Y field steel column 7 of being connected with pre-buried section steel column 6 and the inclined column section 8 of being connected with Y field steel column 7, and girder bracket 2 and inferior beam bracket 3 are all fixed mounting on inclined column section 8, through rationally segmenting Y style of calligraphy steel column 1, make Y style of calligraphy steel column 1 satisfy the transportation limit high requirement.
The Y-shaped steel column 7 comprises a round tube 9, a Y-shaped stiffening plate 10 fixedly arranged at the upper end of the round tube 9 and semicircular Y-shaped limb tubes 11 welded on two sides of the Y-shaped stiffening plate 10 respectively, wherein the upper end of the round tube 9 is provided with a slot 12, the lower end of the Y-shaped stiffening plate 10 is inserted into the slot 12 to be fixedly connected with the round tube 9, and the Y-shaped stiffening plate 10 and the semicircular Y-shaped limb tubes 11 are arranged.
And a cross beam 13 is connected between the two inclined column sections 8, so that the cross section size of the cross beam 13 is reduced, the bottom surface of the cross beam 13 is positioned above a connecting weld joint between the Y-field steel column 7 and the inclined column sections 8, interference between the cross beam 13 and the weld joint is avoided, and materials are saved.
According to the utility model, the steel column is arranged into the Y-shaped steel column 1, so that the connection between the steel column and a plurality of multi-angle steel beams is satisfied, and the problem that the multi-beam and the steel column cannot be intersected on the same plane at the same time due to the huge cross section of a component when the steel column is intersected with 7 steel beams with different angles is solved; the Y-shaped steel column 1 is reasonably segmented, so that the subsequent construction difficulty is simplified, and the Y-shaped steel column 1 meets the transportation height limiting requirement; the Y-shaped stiffening plate 10 and the semicircular Y-shaped limb pipe 11 are arranged, so that the Y-shaped steel column 1 can be realized by adopting jointed boards, the structure of the steel column and the installation and molding mode are simplified, the traditional cross-shaped spile is optimized into the Y-shaped stiffening plate 10, the weldability of hidden welding seams is realized, and the structural performance of a steel structure is ensured; the secondary beam bracket 3 is connected with the main beam bracket 2, and the main beam bracket 2 is connected with the steel column, so that the multi-angle steel column can be simultaneously intersected with the connecting joint.
The molding method comprises the following steps:
step 1: and (3) processing a Y-field steel column 7: the upper end of the round tube 9 is provided with a slot 12, the lower end of the Y-shaped stiffening plate 10 is inserted into the slot 12 and welded and fixed with the round tube 9, and two sides of the Y-shaped stiffening plate 10 are respectively provided with Y-shaped limb tubes 11 and welded;
step 2: and (3) processing the inclined column section 8: the main beam bracket 2 and the secondary beam bracket 3 are connected in an intersecting way, and then the main beam bracket 2 and the secondary beam bracket 3 are connected with the inclined column section 8;
step 3: and (3) connecting steel columns and steel beams: and connecting the embedded section steel column 6, the Y field steel column 7 and the inclined column section 8 in a segmented manner, and then connecting the corresponding steel beams with brackets on the steel columns.
The above examples are only illustrative of the preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model, and various modifications and improvements made by those skilled in the art to the technical solution of the present utility model should fall within the scope of protection defined by the claims of the present utility model without departing from the spirit of the present utility model.
Claims (7)
1. A steel column connected with multi-angle, multi-directional steel beam, its characterized in that: the novel steel column comprises a Y-shaped steel column (1), and a main beam bracket (2) and a secondary beam bracket (3) which are connected to an inclined column of the Y-shaped steel column (1), wherein one part of the secondary beam bracket (3) is connected with the inclined column, and the other part of the secondary beam bracket is connected with the intersected main beam bracket (2).
2. A steel column for connection to a multi-angle, multi-directional steel beam as set forth in claim 1 wherein: y style of calligraphy steel column (1) include pre-buried section steel column (6), Y field steel column (7) and oblique post section (8) of being connected with Y field steel column (7) of pre-buried section steel column (6), girder bracket (2) and secondary beam bracket (3) all set firmly on oblique post section (8).
3. A steel column for connection to a multi-angle, multi-directional steel beam as set forth in claim 2 wherein: the Y-shaped field steel column (7) comprises a round tube (9), a Y-shaped stiffening plate (10) fixedly arranged at the upper end of the round tube (9), and semicircular Y-shaped limb tubes (11) respectively welded on two sides of the Y-shaped stiffening plate (10).
4. A steel column for connection to a multi-angle, multi-directional steel beam as claimed in claim 3, wherein: the upper end of the round tube (9) is provided with a slot (12), and the lower end of the Y-shaped stiffening plate (10) is inserted into the slot (12) to be fixedly connected with the round tube (9).
5. A steel column for connection to a multi-angle, multi-directional steel beam as set forth in claim 2 wherein: a cross beam (13) is connected between the two inclined column sections (8).
6. A steel column for connection to a multi-angle, multi-directional steel beam as set forth in claim 5, wherein: the bottom surface of the cross beam (13) is positioned above the connecting weld joint of the Y-field steel column (7) and the inclined column section (8).
7. A steel column for connection to a multi-angle, multi-directional steel beam as set forth in claim 1 wherein: the main beam bracket (2) and the secondary beam bracket (3) are H-shaped brackets or box-shaped brackets.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320502314.6U CN219604561U (en) | 2023-03-16 | 2023-03-16 | Steel column connected with multi-angle and multi-direction steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320502314.6U CN219604561U (en) | 2023-03-16 | 2023-03-16 | Steel column connected with multi-angle and multi-direction steel beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219604561U true CN219604561U (en) | 2023-08-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320502314.6U Active CN219604561U (en) | 2023-03-16 | 2023-03-16 | Steel column connected with multi-angle and multi-direction steel beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219604561U (en) |
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2023
- 2023-03-16 CN CN202320502314.6U patent/CN219604561U/en active Active
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