Tubular column joint structure with box type bracket
By adopting a round tube column node structure with box-shaped corundle legs in the steel structure nodes of high-rise steel structure buildings, the problem of insufficient strength of the existing node structure is solved, and the bearing capacity and stability of the nodes are significantly improved. It is suitable for steel frame conversion layer structures in high-rise buildings.
Patent Information
- Application Number
- CN202421434611.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-21
- Publication Date
- 2025-04-15
- Estimated Expiration
- 2034-06-21
AI Technical Summary
The existing steel structure nodes are too simple in high-rise steel structure buildings and cannot effectively strengthen the strength of the node structure, resulting in a reduction in the stability of the high-rise steel structure.
The circular tube column node structure with box-shaped beef legs is adopted. By setting up an inner partition, stiffening plate and annular support plate in the circular tube column, and using insert plates, through webs and stiffening plates in the beef legs, the connection stability and strength of the node structure are enhanced.
It significantly improves the load-bearing capacity and seismic resistance of the circular tube column, enhances the strength and stability of the node structure, and is suitable for steel frame conversion layer structures in high-rise steel structure buildings.
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Figure CN222759122U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of high-rise steel structure buildings, in particular to a round tube column node structure with a box-type corbel. Background Art
[0002] Steel structure is a structure made of steel materials and is one of the main types of building structures. The structure is mainly composed of steel beams, steel columns, steel frames and other components made of steel and steel plates, and adopts rust removal and rust prevention processes such as silanization, pure manganese phosphating, water washing and drying, and galvanizing. Welds, bolts or rivets are usually used to connect the components or parts. Because of its light weight and simple construction, it is widely used in large factories, venues, super high-rise buildings, bridges and other fields. Steel structures are prone to rust. Generally, steel structures need to be rust-free, galvanized or painted, and maintained regularly. Structural nodes are one of the main elements of the building structure system. Generally speaking, the components are limited to the maximum size of production or transportation, so the components that connect two or more fixed bodies are called structural nodes. At the same time, because of the large selection of node types, special node structures are sometimes deliberately designed to increase structural toughness or reduce structural internal forces.
[0003] Publication number CN114319606A discloses a steel structure node and a connection method thereof, including a node column and two sleeve parts respectively arranged at both ends of the node column; each sleeve part includes a plurality of connection plates evenly distributed along the circumference of the node column; each connection plate extends from the circumferential inner side of the end of the node column to the outside of the node column along the extension direction of the node column; a connection hole is provided on the connection plate; wherein the steel structure column matches the node column and can be sleeved on the sleeve part, and the steel structure column is provided with an outer hole corresponding to the connection hole, and the steel structure column and the steel structure node are fixedly connected by fasteners through the connection hole and the outer hole. A connection method for a steel structure node is also disclosed. This steel structure node is assembled by sleeve connection. Although the structure is simple and easy to assemble, for the steel frame conversion layer structure of a high-rise steel structure, this node structure is too simple to play a role in strengthening the strength of the node structure, thereby reducing the stability of the high-rise steel structure. Utility Model Content
[0004] The purpose of the utility model is to provide a circular tube column node structure with a box-type corbel to strengthen the steel frame transfer layer structure of the steel tube column structure to a greater extent. To achieve the above purpose, the utility model adopts the following technical solutions:
[0005] The utility model discloses a circular tube column node structure with a box-type corbel, comprising a circular tube column and a box-type corbel.
[0006] The circular tube column comprises: a column, an inner baffle, a first stiffening plate and an annular support plate, wherein one or more of the inner baffle, the first stiffening plate and the annular support plate are provided, the inner baffle is provided in parallel inside the column, the first stiffening plate is located inside the column, and the first stiffening plate is provided perpendicular to the inner baffle. The annular support plate is provided on the outer wall of the column.
[0007] The box-shaped corbel is provided with an inserting plate, the box-shaped corbel is connected to the outer wall of the column through the inserting plate, and the bottom of the inserting plate is connected to the annular support plate.
[0008] Furthermore, the circular tube column node structure also includes: a supporting corbel, an H-shaped steel corbel and a horizontal corbel connected to the outer wall of the column. The supporting corbel is connected to the bottom of the horizontal corbel. At least one H-shaped steel corbel is provided, and at least two box-shaped corbels are provided, and the box-shaped corbels are provided on both sides of the H-shaped steel corbel.
[0009] Among them, the box-type corbel also includes: a box body and at least two fourth stiffening plates arranged inside the box body, the plug plate is fixed on the box body, and at least the side and the bottom of the plug plate are located outside the box body, the side is connected to the outer wall of the column, and the bottom is connected to the annular support plate.
[0010] Furthermore, the box body includes: an upper end plate, a lower end plate, two side end plates and a sealing plate, the lower end plate is arranged parallel to the bottom of the upper end plate, the two side end plates are arranged vertically between the upper end plate and the lower end plate, the sealing plate is located at the outer end of the box body, and the sealing plate is sealed and connected between the upper end plate, the lower end plate and the two side end plates.
[0011] The plug plate is arranged at the inner end of the box body, and the plug plate is partially inserted into the interior of the box body and fixed to the fourth stiffening plate.
[0012] Furthermore, the circular tube column is also provided with ear plates, which are symmetrically arranged at the head and tail ends of the exterior of the column body, and the number of the ear plates is at least one pair.
[0013] Furthermore, the number of the inner baffles is at least three, two of which are arranged at the head and tail of the column, and the remaining inner baffles are arranged in the middle of the column. The inner baffle is annular, and a through hole is arranged in the middle.
[0014] Preferably, the first stiffening plate vertically passes through the plurality of inner partitions, and two of the first stiffening plates are vertically arranged between each other.
[0015] Preferably, the intervals between the multiple parallel inner partitions are different, and inside the column corresponding to the connection between the circular tube column and the H-shaped steel corbel and the box-type corbel, the arrangement interval of the inner partitions is smaller than the arrangement interval at other positions.
[0016] Furthermore, the horizontal corbel includes: a top plate, a first bottom plate, a first through web plate and a second stiffening plate. The first through web plate is vertically arranged between the top plate and the first bottom plate, and the second stiffening plate is vertically arranged on both sides of the first through web plate.
[0017] Furthermore, the supporting corbel includes: a second through-web, a wing plate, a second bottom plate and a third stiffening plate. The second through-web is vertically arranged below the first bottom plate, the wing plate is arranged obliquely above the second through-web and connected to the second through-web. The wing plate and the second through-web are connected to the bottom of the first bottom plate. The second bottom plate is arranged at the bottom of the second through-web, the end of the second bottom plate is bent downward, and the third stiffening plate is vertically arranged between the wing plate and the bending part of the second bottom plate.
[0018] After adopting the above technical scheme, the utility model has the following effects: the circular tube column of the utility model is provided with a plurality of inner partitions, which can effectively improve the bearing capacity of the circular tube column, increase the seismic resistance and stability. At the same time, the stiffening plates are provided between the inner partitions, which can make the connection between various steel structure corbels and the circular tube column more stable, and improve the strength of the node structure. The horizontal corbel and the support corbel of the utility model both adopt a structural design that penetrates the web, and are used in combination with stiffening plates, which can improve the bearing capacity and structural stability of the corbel with higher strength. The box-type corbel of the utility model is connected to the circular tube column by a plug plate, which can facilitate the connection of the box-type corbel and the circular tube column, and the use of a support plate makes the connection between the box-type corbel and the circular tube column more stable. BRIEF DESCRIPTION OF THE DRAWINGS
[0019] Figure 1 It is a three-dimensional structural diagram of the utility model.
[0020] Figure 2 It is a schematic diagram of the external structure of the circular tube column of the utility model.
[0021] Figure 3 It is a schematic diagram of the internal structure of the circular tube column of the utility model.
[0022] Figure 4 It is a structural schematic diagram of the box-type corbel of the utility model.
[0023] Figure 5 It is a structural schematic diagram of the horizontal bracket of the utility model.
[0024] Figure 6It is a structural schematic diagram of the supporting corbel of the utility model.
[0025] Main component symbols:
[0026] 1: Circular tube column, 11: Column, 12: Inner partition, 13: First stiffening plate, 14: Annular support plate, 15: Ear plate, 2: Horizontal corbel, 21: Top plate, 22: First bottom plate, 23: First through web plate, 24: Second stiffening plate, 3: Support corbel, 31: Second through web plate, 32: Wing plate, 33: Second bottom plate, 34: Third stiffening plate, 4: H-shaped steel corbel, 5: Box-type corbel, 51: Box body, 511: Upper end plate, 512: Lower end plate, 513: Side end plate, 514: Closing plate, 52: Insert plate, 53: Fourth stiffening plate. DETAILED DESCRIPTION
[0027] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the accompanying drawings and embodiments.
[0028] like Figure 1 As shown, the utility model discloses a circular tube column node structure with a box-type corbel. The circular tube column structure comprises: a circular tube column 1 and a box-type corbel 5.
[0029] like Figure 2 and Figure 3 As shown, the circular tube column 1 includes: a column 11, an inner baffle 12, a first stiffening plate 13 and an annular support plate 14, one or more of the inner baffle 12, the first stiffening plate 13 and the annular support plate 14 are provided, the inner baffle 14 is provided in parallel inside the column 11, the first stiffening plate 13 is located inside the column 11, and the first stiffening plate 13 is provided perpendicular to the inner baffle 14. The annular support plate 14 is provided on the outer wall of the column 11.
[0030] There are at least three inner baffles 12, two of which are arranged at the head and tail of the column 11, and the remaining inner baffles 12 are arranged in the middle of the column 11. The inner baffles 12 are annular and have a through hole in the middle. In this embodiment, five inner baffles 12 are arranged in the middle part.
[0031] The first stiffening plate 13 vertically passes through the plurality of inner partitions 12 and is vertically arranged between two first stiffening plates 13. In this embodiment, the first stiffening plate 13 is located inside the column 11 corresponding to the connection between the circular tube column 1 and the H-shaped steel corbel 4 and the box-shaped corbel 5, and is staggered from the longitudinal weld of the column 11.
[0032] The spacing between multiple parallel inner partitions 12 is different. Inside the column 11 corresponding to the connection between the circular tube column 1 and the H-shaped steel corbel 4 and the box-type corbel 5, the arrangement spacing of the inner partitions 12 is smaller than the arrangement spacing at other positions, thereby improving the strength and structural stability of the connection.
[0033] In addition, in this embodiment, the first stiffening plate 13 in the column 11 can be assembled and welded by single-sided groove liner welding, and the weld is required to be fully penetrated. The inner partition 12 is welded from the middle to both sides. Due to the limited welding space of the inner partition 12, a de-assembly and de-welding process is required. At the same time, the groove of the inner partition 12 is opened on the side closer to the end of the column 11 to facilitate welding.
[0034] The circular tube column 1 is also provided with lug plates 15, which are symmetrically arranged at the head and tail ends of the column body 11, and the number is at least one pair. In this embodiment, four pairs of lug plates 15 are arranged symmetrically along the column body 11.
[0035] In addition, the circular tube column node structure also includes: a supporting corbel 3, an H-shaped steel corbel 4 and a horizontal corbel 2 connected to the outer wall of the column 11. The supporting corbel 3 is connected to the bottom of the horizontal corbel 2. At least one H-shaped steel corbel 4 is provided, and at least two box-shaped corbels 5 are provided, and the box-shaped corbels 4 are provided on both sides of the H-shaped steel corbel 4.
[0036] like Figure 4 As shown, the box-type corbel 5 is provided with an inserting plate 52 , the box-type corbel 5 is connected to the outer wall of the column 11 through the inserting plate 52 , and the bottom of the inserting plate 52 is connected to the annular support plate 14 .
[0037] Among them, the box-type corbel 5 also includes: a box body 51 and at least two fourth stiffening plates 53 arranged inside the box body, the plug plate 52 is fixed on the box body 51, and at least the side and the bottom of the plug plate 52 are located outside the box body 51, the side is connected to the outer wall of the column 11, and the bottom is connected to the annular support plate 14.
[0038] The box body 51 includes: an upper end plate 511, a lower end plate 512, two side end plates 513 and a sealing plate 514. The lower end plate 512 is arranged parallel to the lower end plate 511, and the two side end plates 513 are vertically arranged between the upper end plate 511 and the lower end plate 512. The sealing plate 514 is located at the outer end of the box body 51, and the sealing plate 514 is sealed and connected between the upper end plate 511, the lower end plate 512 and the two side end plates 513.
[0039] The inserting plate 52 is disposed at the inner end of the box body 51 , and a portion of the inserting plate 52 is inserted into the box body 51 and fixed to the fourth stiffening plate 53 .
[0040] In this embodiment, the plug plate 52 is first assembled and welded with the column 11. After passing the flaw detection, the box body 51 and the plug plate 52 are assembled. A single-sided groove gasket is fully melted between the box body 51 and the plug plate 52. The sealing plate 514 of the box body 51 is sealed after the fourth stiffening plate 53 is welded.
[0041] like Figure 5As shown, the horizontal corbel 2 comprises: a top plate 21, a first bottom plate 22, a first through web plate 23 and a second stiffening plate 24. The first through web plate 23 is vertically arranged between the top plate 21 and the first bottom plate 22, and the second stiffening plate 24 is vertically arranged on both sides of the first through web plate 23.
[0042] like Figure 6 As shown, the supporting corbel 3 includes: a second through-web 31, a wing plate 32, a second bottom plate 33 and a third stiffening plate 34. The second through-web 31 is vertically arranged below the first bottom plate 22, and the wing plate 32 is arranged obliquely above the second through-web 31 and connected to the second through-web 31. The wing plate 32 and the second through-web 31 are connected to the bottom of the first bottom plate 22. The second bottom plate 33 is arranged at the bottom of the second through-web 31, and the end of the second bottom plate 33 is bent downward, and the third stiffening plate 34 is vertically arranged between the wing plate 32 and the bending part of the second bottom plate 33. .
[0043] In addition, if there is insufficient welding space between the box-type corbel 5 and the H-shaped steel corbel 4, the box-type corbel 5 and the column 11 can be assembled and welded first, and then the H-shaped steel corbel 4 can be assembled. The inner sides of the box-type corbel 5 and the H-shaped steel corbel 4 are welded to the column 11 using a single-sided groove liner welding. The number of stiffening plates is not limited to the number mentioned in the above embodiment, and can be increased or decreased according to the situation.
[0044] The above description is only a preferred specific implementation of the present invention. Any changes or substitutions that can be easily thought of by a technician familiar with the technical field within the technical scope disclosed in the present invention should be included in the protection scope of the present invention.
Claims
1. A circular tube column node structure with box-type brackets, characterized in that: include: A circular tubular column (1) and a box-type corbel (5); the circular tubular column (1) comprises: a column (11), an inner partition (12), a first stiffening plate (13) and an annular support plate (14); one or more of the inner partition (12), the first stiffening plate (13) and the annular support plate (14) are provided; the inner partition (12) is arranged in parallel inside the column (11); the first stiffening plate (13) is located inside the column (11), and the first stiffening plate (13) is arranged perpendicular to the inner partition (12); the annular support plate (14) is arranged on the outer wall of the column (11); the box-type corbel (5) is provided with an insert plate (52); the box-type corbel (5) is connected to the outer wall of the column (11) via the insert plate (52), and the bottom of the insert plate (52) is connected to the annular support plate (14).
2. A circular tube column node structure with box-type corbels as claimed in claim 1, characterized in that: Also includes: A supporting corbel (3), an H-shaped steel corbel (4) and a horizontal corbel (2) connected to the outer wall of the column (11); the supporting corbel (3) is connected to the bottom of the horizontal corbel (2); at least one H-shaped steel corbel (4) is provided, at least two box-shaped corbels (5) are provided, and the box-shaped corbels (5) are provided on both sides of the H-shaped steel corbel (4).
3. A circular tube column node structure with box-type corbels as claimed in claim 1, characterized in that: The box-type corbel (5) further comprises: a box body (51) and at least two fourth stiffening plates (53) arranged inside the box body, the plug plate (52) being fixed to the box body (51), and at least the side surface and the bottom of the plug plate (52) being located outside the box body (51), the side surface being connected to the outer wall of the column (11), and the bottom being connected to the annular support plate (14).
4. A circular tube column node structure with box-type corbels as claimed in claim 3, characterized in that: The box body (51) comprises: an upper end plate (511), a lower end plate (512), two side end plates (513) and a sealing plate (514); the lower end plate (512) is arranged parallel to the lower side of the upper end plate (511); the side end plates (513) are arranged vertically between the upper end plate (511) and the lower end plate (512); the sealing plate (514) is located at the outer end of the box body (51), and the sealing plate (514) is sealed between the upper end plate (511), the lower end plate (512) and the two side end plates (513); the plug plate (52) is arranged at the inner end of the box body (51), and the plug plate (52) is partially inserted into the interior of the box body (51) and fixed to the fourth stiffening plate (53).
5. A circular tube column node structure with box-type corbels as claimed in claim 1, characterized in that: The circular tube column (1) is further provided with ear plates (15), which are symmetrically arranged at the head and tail ends of the exterior of the column body (11), and the number of the ear plates (15) is at least one pair.
6. A circular tube column node structure with box-type corbels as claimed in claim 1, characterized in that: The number of the inner baffles (12) is at least three, two of which are arranged at the head and tail of the column (11), and the remaining inner baffles (12) are arranged in the middle of the column; the inner baffles (12) are annular and have a through hole in the middle.
7. A circular tube column node structure with box-type corbels as claimed in claim 1, characterized in that: The first stiffening plate (13) vertically passes through the plurality of inner partition plates (12), and two of the first stiffening plates (13) are vertically arranged between each other.
8. A circular tube column node structure with box-type corbels as claimed in claim 2, characterized in that: The spacing between the plurality of parallel inner baffles (12) is different. Inside the column (11) corresponding to the connection between the circular tube column (1) and the H-shaped steel corbel (4) and the box-shaped corbel (5), the arrangement spacing of the inner baffles (12) is smaller than the arrangement spacing at other locations.
9. A circular tube column node structure with box-type corbels as claimed in claim 2, characterized in that: The horizontal corbel (2) comprises: a top plate (21), a first bottom plate (22), a first through-web plate (23) and a second stiffening plate (24); the first through-web plate (23) is vertically arranged between the top plate (21) and the first bottom plate (22), and the second stiffening plate (24) is vertically arranged on both sides of the first through-web plate (23).
10. A circular tube column node structure with box-type corbels as claimed in claim 9, characterized in that: The supporting corbel (3) comprises: a second through-web plate (31), a wing plate (32), a second bottom plate (33) and a third stiffening plate (34); the second through-web plate (31) is vertically arranged below the first bottom plate (22); the wing plate (32) is arranged obliquely above the second through-web plate (31) and connected to the second through-web plate (31); the wing plate (32) and the second through-web plate (31) are connected to the bottom of the first bottom plate (22); the second bottom plate (33) is arranged at the bottom of the second through-web plate (31), the end of the second bottom plate (33) is bent downward, and the third stiffening plate (34) is vertically arranged between the bending part of the wing plate (32) and the second bottom plate (33).
Citation Information
Patent Citations
Steel structure joint and connecting method thereof
CN114319606A
Cited By
External supporting haunching stiffening type bracket box column
CN121024259A