Box type steel member
By arranging longitudinal and transverse stiffening plates in the box-type steel components and providing openings and holes on the stiffening plates, the problem of concrete being difficult to penetrate in the prior art is solved, the overall strength and density are improved, and the reasonable arrangement and strength enhancement of the internal structure are achieved.
Patent Information
- Application Number
- CN202422885934.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-25
- Publication Date
- 2025-10-03
- Estimated Expiration
- 2034-11-25
AI Technical Summary
Existing large-section thick-walled welded box-type components are difficult to achieve mutual penetration of internal concrete after pouring concrete, resulting in insufficient overall strength and density, and unreasonable arrangement of reinforcement components, resulting in poor overall strength.
Longitudinal stiffening plates are provided with holes at intervals along the length direction to divide the internal space of the box-type steel frame into left and right spaces, and transverse stiffening plates are set in each space. The transverse stiffening plates are provided with through openings. Auxiliary stiffening plates are fixed vertically to the longitudinal stiffening plates to increase connection points. Openings are provided on the cover plates to facilitate concrete penetration.
It enables the concrete to penetrate each other and connect into a whole after pouring, improves the overall strength and density, and the internal structure is reasonably arranged, which enhances the overall strength and connection quality.
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Figure CN223410300U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of steel components, in particular to a box-shaped steel component. Background Art
[0002] A Chinese patent application with application number 201710428971.X discloses a large-section, thick-walled welded box-type structure. Specifically, the structure comprises a box-type structure, the side walls of which are provided with a corbel assembly, which is positioned within the box-type structure by a reinforcement assembly. The corbel assembly includes a horizontal corbel fixed to the box-type structure, with an inclined corbel provided between the upper portion of the horizontal corbel and the box-type structure, and between the lower portion of the horizontal corbel and the box-type structure. The reinforcement assembly includes a transverse diaphragm and a longitudinal stiffening plate, the transverse diaphragm being fixed to the box-type structure in a spaced-apart manner, and the longitudinal stiffening plate being arranged perpendicularly to the transverse diaphragms. This large-section, thick-walled welded box-type structure has the following shortcomings: Firstly, the transverse diaphragm is a dense, solid plate structure that divides the interior of the box-type structure into left and right sections. After concrete is poured later, the concrete in the left and right sections of the box-type structure cannot penetrate each other, making it difficult to connect the two sections, which is detrimental to overall strength and density. Secondly, the reinforcement assembly is not arranged properly, resulting in poor overall strength. Utility Model Content
[0003] The technical problem to be solved by the utility model is to overcome the deficiencies of the prior art and provide a box-shaped steel member which is convenient for internal concrete penetration and connected into a whole, is beneficial to overall strength and density, has a reasonable internal structure arrangement and good overall strength.
[0004] In order to solve the above technical problems, the present invention adopts the following technical solutions:
[0005] A box-shaped steel member comprises a box-shaped steel frame and a longitudinal stiffening plate, wherein the longitudinal stiffening plate is arranged in the box-shaped steel frame and extends along the length direction of the box-shaped steel frame, the longitudinal stiffening plate divides the internal space of the box-shaped steel frame into a left space and a right space, the longitudinal stiffening plate is provided with a plurality of holes at intervals along the length direction, the holes connecting the left space and the right space, a plurality of first transverse stiffening plates are provided in the left space, each of the first transverse stiffening plates is arranged at intervals along the length direction of the box-shaped steel frame, a plurality of second transverse stiffening plates are provided in the right space, each of the second transverse stiffening plates is arranged at intervals along the length direction of the box-shaped steel frame, a first through opening is provided on the first transverse stiffening plate, and a second through opening is provided on the second transverse stiffening plate.
[0006] As a further improvement of the above technical solution:
[0007] A first auxiliary stiffening plate is provided in the left space. The first auxiliary stiffening plate extends along the length direction of the box-shaped steel frame and is vertically fixed to the longitudinal stiffening plate. Each of the first transverse stiffening plates is connected to the first auxiliary stiffening plate.
[0008] The holes are arranged in two longitudinal rows and are respectively located on both sides of the first auxiliary stiffening plate.
[0009] The first through opening passes through the first auxiliary stiffening plate.
[0010] The four sides of the first transverse stiffening plate are fixedly connected to the four sides of the left space respectively.
[0011] Two second auxiliary stiffening plates are provided in the right space. The second auxiliary stiffening plates extend along the length direction of the box-shaped steel frame and are perpendicular to the longitudinal stiffening plates. Each of the second transverse stiffening plates is connected to the second auxiliary stiffening plates.
[0012] The second through opening passes through the second auxiliary stiffening plate, and the four sides of the second transverse stiffening plate are fixedly connected to the four sides in the right space respectively.
[0013] Both ends of the box-shaped steel frame are respectively provided with cover plates, and the cover plates are provided with openings.
[0014] The four sides of the box-shaped steel frame are sequentially set as a first side, a second side, a third side and a fourth side, the first side and the third side of the box-shaped steel frame are opposite, and the second side and the fourth side are opposite. The first side of the box-shaped steel frame is provided with a first upward inclined connecting bracket and a second upward inclined connecting bracket, the second upward inclined connecting bracket is located below the first upward inclined connecting bracket and is fixedly connected to the first upward inclined connecting bracket, the second side of the box-shaped steel frame is provided with a third upward inclined connecting bracket and a first horizontal connecting bracket, the first horizontal connecting bracket is located on one side of the third upward inclined connecting bracket and is inclined relative to the side surface of the box-shaped steel frame, the third side of the box-shaped steel frame is provided with a second downward inclined connecting bracket and a second horizontal connecting bracket, the second downward inclined connecting bracket is located below the second horizontal connecting bracket and is fixedly connected to the second horizontal connecting bracket, the fourth side of the box-shaped steel frame is provided with a third horizontal connecting bracket and a third downward inclined connecting bracket, the third downward inclined connecting bracket is located below the third horizontal connecting bracket and is fixedly connected to the third horizontal connecting bracket.
[0015] The box-shaped steel frame is provided with reinforcement plates on both sides of the first upward inclined connecting corbel and the third upward inclined connecting corbel.
[0016] Compared with the prior art, the advantages of the present invention are:
[0017] In the box-type steel member of the present invention, on the one hand, a plurality of holes are provided at intervals along the length direction of the longitudinal stiffening plate, and the left space and the right space are connected through the holes. After the concrete is poured in the later stage, the concrete in the left space and the right space in the box-type steel frame can penetrate each other and connect into a whole, which is beneficial to the overall strength and density. On the other hand, a first through opening is provided on the first transverse stiffening plate, and a second through opening is provided on the second transverse stiffening plate. After the concrete is poured in the later stage, the concrete in the left space and the right space in the box-type steel frame can penetrate up and down and connect into a whole, which is further beneficial to the overall strength and density. Thirdly, the interior of the box-type steel frame is divided into a left space and a right space by the longitudinal stiffening plate, and a first transverse stiffening plate and a second transverse stiffening plate are provided in the left space and the right space respectively. The internal structure is reasonably arranged and the overall strength is good. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] Figure 1 It is a three-dimensional structural diagram of the box-shaped steel member of the utility model from the first perspective.
[0019] Figure 2 It is a schematic diagram of the three-dimensional structure of the box-shaped steel member of the present invention from a second viewing angle.
[0020] Figure 3 It is a schematic diagram of the internal structure of the box-shaped steel member of the present utility model.
[0021] Figure 4 yes Figure 3 Schematic diagram of the enlarged structure at point A in the middle.
[0022] Figure 5 It is a structural schematic diagram of the longitudinal stiffening plate of the shaping mechanism of the box-shaped steel member of the utility model.
[0023] The numbers in the figure represent:
[0024] 1. Box-type steel frame; 11. First upward connecting corbel; 12. Second upward connecting corbel; 13. Third upward connecting corbel; 14. First horizontal connecting corbel; 15. Second downward connecting corbel; 16. Second horizontal connecting corbel; 17. Third horizontal connecting corbel; 18. Third downward connecting corbel; 19. Reinforcement plate; 2. Longitudinal stiffening plate; 3. Left space; 31. First transverse stiffening plate; 311. First opening; 4. Right space; 41. Second transverse stiffening plate; 411. Second opening; 5. Hole; 6. First auxiliary stiffening plate; 7. Second auxiliary stiffening plate; 8. Cover plate; 81. Opening. DETAILED DESCRIPTION
[0025] The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
[0026] In the description of the present invention, it should be understood that the terms "length", "width", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc., indicating the orientation or position relationship, are based on the orientation or position relationship shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.
[0027] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of the technical features being referred to. Thus, a feature specified as "first" or "second" may explicitly or implicitly include one or more of such features. In the description of this utility model, "plurality" means two or more, unless otherwise specifically defined.
[0028] In this utility model, unless otherwise specified or limited, the terms "assemble," "connect," "connect," "fix," etc. should be understood in a broad sense. For example, they can refer to fixed connection, detachable connection, or integration; mechanical connection or electrical connection; direct connection or indirect connection through an intermediate medium; internal communication between two components or interaction between two components. For those skilled in the art, the specific meanings of the above terms in this utility model can be understood according to specific circumstances.
[0029] Figures 1 to 5 An embodiment of the box-section steel member of the present invention is shown. The box-section steel member of this embodiment includes a box-section steel frame 1 and a longitudinal stiffening plate 2. The longitudinal stiffening plate 2 is arranged in the box-section steel frame 1 and extends along the length direction of the box-section steel frame 1. The longitudinal stiffening plate 2 divides the internal space of the box-section steel frame 1 into a left space 3 and a right space 4. The longitudinal stiffening plate 2 is provided with a plurality of holes 5 at intervals along the length direction. The holes 5 connect the left space 3 and the right space 4. A plurality of first transverse stiffening plates 31 are provided in the left space 3, and each first transverse stiffening plate 31 is arranged at intervals along the length direction of the box-section steel frame 1. A plurality of second transverse stiffening plates 41 are provided in the right space 4, and each second transverse stiffening plate 41 is arranged at intervals along the length direction of the box-section steel frame 1. The first transverse stiffening plate 31 is provided with a first opening 311, and the second transverse stiffening plate 41 is provided with a second opening 411.
[0030] In this box-type steel structure, on the one hand, the longitudinal stiffening plate 2 is provided with a plurality of holes 5 at intervals along the length direction, and the left space 3 and the right space 4 are connected through the holes 5. After the concrete is poured in the later stage, the concrete in the left space 3 and the right space 4 in the box-type steel frame 1 can penetrate each other and connect into a whole, which is beneficial to the overall strength and density. On the other hand, the first transverse stiffening plate 31 is provided with a first opening 311, and the second transverse stiffening plate 41 is provided with a second opening 411. After the concrete is poured in the later stage, the concrete in the left space 3 and the right space 4 in the box-type steel frame 1 can penetrate up and down and connect into a whole, which is further beneficial to the overall strength and density. Thirdly, the interior of the box-type steel frame 1 is divided into the left space 3 and the right space 4 by the longitudinal stiffening plate 2, and the first transverse stiffening plate 31 and the second transverse stiffening plate 41 are respectively provided in the left space 3 and the right space 4. The internal structure is reasonably arranged and the overall strength is good.
[0031] Furthermore, if Figure 3 and Figure 4 As shown, in this embodiment, a first auxiliary stiffening plate 6 is provided in the left space 3. The first auxiliary stiffening plate 6 extends along the length of the box-shaped steel frame 1 and is fixed perpendicularly to the longitudinal stiffening plate 2. Each first transverse stiffening plate 31 intersects with the first auxiliary stiffening plate 6. The provision of the first auxiliary stiffening plate 6 in the left space 3 further enhances the overall strength.
[0032] Furthermore, if Figures 3 to 5 As shown, in this embodiment, the holes 5 have two vertical rows, which are respectively located on both sides of the first auxiliary stiffening plate 6, thereby improving the mutual permeability of the internal concrete.
[0033] Furthermore, if Figure 4 As shown, in this embodiment, the first opening 311 passes through the first auxiliary stiffening plate 6, so that the concrete on both sides of the first auxiliary stiffening plate 6 can penetrate each other.
[0034] Furthermore, in this embodiment, the four sides of the first transverse stiffening plate 31 are fixedly connected to the four sides of the left space 3, respectively, so that the connection quality is good and the overall strength is high.
[0035] Furthermore, if Figure 3 and Figure 4 As shown, in this embodiment, two second auxiliary stiffening plates 7 are installed in the right space 4. The second auxiliary stiffening plates 7 extend along the length of the box-shaped steel frame 1 and are perpendicular to the longitudinal stiffening plates 2. Each second transverse stiffening plate 41 intersects with the second auxiliary stiffening plate 7. The installation of two second auxiliary stiffening plates 7 in the right space 4 further improves the overall strength.
[0036] Furthermore, in this embodiment, the second opening 411 extends through the second auxiliary stiffening plate 7, and the four sides of the second transverse stiffening plate 41 are fixedly connected to the four sides of the right space 4. The second opening 411 extends through the second auxiliary stiffening plate 7, facilitating interpenetration of concrete on both sides of the second auxiliary stiffening plate 7. The four sides of the second transverse stiffening plate 41 are fixedly connected to the four sides of the right space 4, resulting in a high-quality connection and overall strength.
[0037] Further, if Figure 1 and Figure 2 As shown, in this embodiment, cover plates 8 are respectively provided at both ends of the box-shaped steel frame 1, and openings 81 are opened on the cover plates 8. The cover plates 8 can enhance the strength, and the openings 81 are convenient for concrete to pass through.
[0038] Furthermore, in this embodiment, the four sides of the box-shaped steel frame 1 are sequentially set as the first side, the second side, the third side and the fourth side. The first side and the third side of the box-shaped steel frame 1 are opposite to each other, and the second side and the fourth side are opposite to each other. The first side of the box-shaped steel frame 1 is provided with a first upward-inclined connecting bracket 11 and a second upward-inclined connecting bracket 12. The second upward-inclined connecting bracket 12 is located below the first upward-inclined connecting bracket 11 and is fixedly connected to the first upward-inclined connecting bracket 11. The second side of the box-shaped steel frame 1 is provided with a third upward-inclined connecting bracket 13 and a first horizontal connecting bracket 14. The first horizontal connecting bracket 14 is provided with a first upward-inclined connecting bracket 11. Located on one side of the third upward-inclined connecting corbel 13 and inclined relative to the side of the box-shaped steel frame 1, a second downward-inclined connecting corbel 15 and a second horizontal connecting corbel 16 are provided on the third side of the box-shaped steel frame 1. The second downward-inclined connecting corbel 15 is located below and fixedly connected to the second horizontal connecting corbel 16. A third horizontal connecting corbel 17 and a third downward-inclined connecting corbel 18 are provided on the fourth side of the box-shaped steel frame 1. The third downward-inclined connecting corbel 18 is located below and fixedly connected to the third horizontal connecting corbel 17. This can meet the intersection connection requirements of multi-directional steel beams.
[0039] Furthermore, in this embodiment, the box-type steel frame 1 is provided with reinforcing plates 19 on both sides of the first upward inclined connecting corbel 11 and the third upward inclined connecting corbel 13 to improve the stress strength of the first upward inclined connecting corbel 11 and the third upward inclined connecting corbel 13.
[0040] Furthermore, in this embodiment, each connection is formed by welding.
[0041] Although the present invention has been disclosed above with reference to preferred embodiments, this is not intended to limit the present invention. Any person skilled in the art can, without departing from the scope of the present invention, utilize the technical content disclosed above to make many possible changes and modifications to the present invention, or modify it into equivalent embodiments with equivalent variations. Therefore, any simple modifications, equivalent variations, and modifications made to the above embodiments based on the technical essence of the present invention, without departing from the content of the present invention, should fall within the scope of protection of the present invention.
Claims
1. A box-shaped steel member, comprising a box-shaped steel frame (1) and a longitudinal stiffening plate (2), characterized in that: The longitudinal stiffening plate (2) is arranged in the box-shaped steel frame (1) and extends along the length direction of the box-shaped steel frame (1). The longitudinal stiffening plate (2) divides the internal space of the box-shaped steel frame (1) into a left space (3) and a right space (4). The longitudinal stiffening plate (2) is provided with a plurality of holes (5) at intervals along the length direction. The holes (5) connect the left space (3) and the right space (4). The left space (3) is provided with a plurality of first transverse stiffening plates (31), and each of the first transverse stiffening plates (31) is arranged at intervals along the length direction of the box-shaped steel frame (1). The right space (4) is provided with a plurality of second transverse stiffening plates (41), and each of the second transverse stiffening plates (41) is arranged at intervals along the length direction of the box-shaped steel frame (1). The first transverse stiffening plate (31) is provided with a first opening (311), and the second transverse stiffening plate (41) is provided with a second opening (411).
2. The box-shaped steel member according to claim 1, characterized in that: A first auxiliary stiffening plate (6) is provided in the left space (3), the first auxiliary stiffening plate (6) extending along the length direction of the box-shaped steel frame (1) and being vertically fixed to the longitudinal stiffening plate (2), and each of the first transverse stiffening plates (31) is connected to the first auxiliary stiffening plate (6).
3. The box-shaped steel member according to claim 2, characterized in that: The holes (5) have two longitudinal rows, which are respectively located on both sides of the first auxiliary stiffening plate (6).
4. The box-shaped steel member according to claim 2, characterized in that: The first through opening (311) passes through the first auxiliary stiffening plate (6).
5. The box-shaped steel member according to claim 1, characterized in that: The four sides of the first transverse stiffening plate (31) are respectively fixedly connected to the four sides in the left space (3).
6. The box-shaped steel member according to claim 1, characterized in that: Two second auxiliary stiffening plates (7) are provided in the right space (4), the second auxiliary stiffening plates (7) extending along the length direction of the box-shaped steel frame (1) and perpendicular to the longitudinal stiffening plates (2), and each of the second transverse stiffening plates (41) intersects with the second auxiliary stiffening plates (7).
7. The box-shaped steel member according to claim 6, characterized in that: The second opening (411) passes through the second auxiliary stiffening plate (7), and the four sides of the second transverse stiffening plate (41) are fixedly connected to the four sides of the right space (4).
8. The box-shaped steel member according to claim 1, characterized in that: Cover plates (8) are respectively provided at both ends of the box-shaped steel frame (1), and openings (81) are provided on the cover plates (8).
9. The box-shaped steel member according to any one of claims 1 to 8, characterized in that: The four sides of the box-shaped steel frame (1) are sequentially set as the first side, the second side, the third side and the fourth side. The first side and the third side of the box-shaped steel frame (1) are opposite to each other, and the second side and the fourth side are opposite to each other. The first side of the box-shaped steel frame (1) is provided with a first upward-inclined connecting corbel (11) and a second upward-inclined connecting corbel (12). The second upward-inclined connecting corbel (12) is located below the first upward-inclined connecting corbel (11) and is fixedly connected to the first upward-inclined connecting corbel (11). The second side of the box-shaped steel frame (1) is provided with a third upward-inclined connecting corbel (13) and a first horizontal connecting corbel (14). The first horizontal connecting corbel (14) is located below the third upward-inclined connecting corbel (11). The box-shaped steel frame (1) is provided with a second downward-inclined connecting corbel (15) and a second horizontal connecting corbel (16) on the third side thereof, the second downward-inclined connecting corbel (15) being located below the second horizontal connecting corbel (16) and being fixedly connected to the second horizontal connecting corbel (16), and a third horizontal connecting corbel (17) and a third downward-inclined connecting corbel (18) being located below the third horizontal connecting corbel (17) and being fixedly connected to the third horizontal connecting corbel (17) on the fourth side thereof.
10. The box-shaped steel member according to claim 9, characterized in that: The box-shaped steel frame (1) is provided with reinforcing plates (19) on both sides of the first upward-inclined connecting corbel (11) and the third upward-inclined connecting corbel (13).
Citation Information
Patent Citations
Large-section thick-wall welding box-type member and manufacturing method thereof
CN107035060A