Large-span assembly type space steel network building structure
By adopting a large-span prefabricated space steel network building structure in space steel structure buildings, and using technical means such as support components and fixed sheets, the problem of increasing workload in welding and difficult to disassemble steel in the existing technology is solved, simplicity of installation and detachability of steel is achieved, and maintenance and secondary utilization is promoted.
Patent Information
- Application Number
- CN202421361358.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-14
- Publication Date
- 2025-03-25
- Estimated Expiration
- 2034-06-14
AI Technical Summary
The existing space steel structure buildings require a lot of welding during construction, which increases the workload of staff, and the welded steel is difficult to disassemble, which is not conducive to later maintenance and secondary utilization of steel.
The large-span prefabricated space steel network building structure is adopted. By setting up support components, the Y-shaped steel is fixed to the lower support beam by using clamping frames and rotating rods, which achieves ease of installation and improves connection stability through fixing sheets and fixing bolts, making it easy to disassemble.
It realizes the simplicity of installation operations and allows the steel to be disassembled one by one, promoting post-maintenance and secondary utilization of steel.
Smart Images

Figure CN222667058U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the field of space steel network buildings, and more specifically, to a large-span assembled space steel network building structure. Background Art
[0002] Spatial steel structure buildings refer to steel structure buildings with larger spans, which are usually used in large buildings such as airports, railway stations, and gymnasiums.
[0003] When constructing existing space steel structure buildings, the steel materials need to be fixed together by welding, and then spliced one by one to form a large network frame. However, due to the large size of the building, a large number of steel materials need to be welded, which increases the workload of the staff, and the welded steel materials are difficult to disassemble, which is not conducive to later maintenance and secondary use of steel materials.
[0004] Therefore, in order to solve the above problems, a large-span prefabricated spatial steel network building structure is proposed. Utility Model Content
[0005] 1. Technical issues to be solved
[0006] In view of the problems existing in the prior art, the purpose of the utility model is to provide a large-span assembled spatial steel network building structure, which can achieve the functions of simple installation and operation and capable of disassembling steel materials one by one.
[0007] 2. Technical solution
[0008] To solve the above problems, the utility model adopts the following technical solutions.
[0009] A large-span assembled spatial steel network building structure comprises a lower support beam, an upper support beam and a Y-shaped steel, wherein the bottom surface of the upper support beam is fixedly connected to two installation frames, the tops of both sides of the Y-shaped steel are fixedly connected to the inside of the two installation frames by bolts, the top surface of the lower support beam is penetrated by a through groove, the bottom of the Y-shaped steel is penetrated and arranged inside the through groove, the top surface of the lower support beam is provided with a support assembly, the support assembly comprises two first fixing seats fixedly connected to the top surface of the lower support beam and two clamping frames symmetrically arranged on both sides of the Y-shaped steel, the sizes of the two clamping frames are adapted to the sizes of the vertical sections of the Y-shaped steel, the top surfaces of the two first fixing seats are rotatably connected to rotating rods, and one end of the two rotating rods is rotatably connected to one side of the two clamping frames respectively.
[0010] Furthermore, one side of one of the clamping frames is provided with two positioning grooves, and one side of the other clamping frame is fixedly connected with two positioning blocks, and the two positioning blocks are respectively engaged with the two positioning grooves.
[0011] Furthermore, both sides of the Y-shaped steel away from the supporting assembly are fixedly connected with fixing plates, and two first threaded holes are penetrated through one side of the fixing plate.
[0012] Furthermore, the top surface of the lower support beam is fixedly connected to two second fixing seats, and two second threaded holes are penetrated through one side of the two second fixing seats close to the Y-shaped steel.
[0013] Furthermore, the internal thread of the second threaded hole is connected with a fixing bolt.
[0014] Furthermore, the positions of the two first threaded holes match the positions of the two second threaded holes, and the second fixing seat is fixedly connected to the Y-shaped steel via fixing bolts arranged thereon.
[0015] 3. Beneficial effects
[0016] Compared with the prior art, the advantages of the present invention are:
[0017] In this solution, by setting up a support assembly, two clamping frames are used to clamp the Y-shaped steel from the side, and the Y-shaped steel is fixed to the lower support beam by the cooperation between the rotating rod and the first fixed seat. The installation steps are simple. At the same time, the support assembly can disperse the oblique external force on the Y-shaped steel to the lower support beam by obliquely supporting the Y-shaped steel, thereby protecting the Y-shaped steel. Moreover, by setting a fixing plate on the Y-shaped steel, and cooperating with the second fixed seat and fixing bolts, the stability of the connection between the Y-shaped steel and the lower support beam can be further improved. This solution abandons the traditional welding installation method. Not only is the installation operation simple, but the upper support beam, lower support beam and Y-shaped steel can also be disassembled, which is convenient for later maintenance and secondary use of steel. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] Figure 1 It is a three-dimensional structural schematic diagram of the utility model;
[0019] Figure 2 It is a front cross-sectional structural schematic diagram of part of the structure of the utility model;
[0020] Figure 3 This is a disassembly diagram of the support assembly in the utility model;
[0021] Figure 4 It is a disassembled schematic diagram of part of the structure of the utility model.
[0022] Description of the numbers in the figure:
[0023] 1. Lower support beam; 11. Through slot; 2. Upper support beam; 3. Y-shaped steel; 4. Mounting frame; 5. Support assembly; 51. First fixed seat; 52. Clamping frame; 53. Rotating rod; 54. Positioning slot; 55. Positioning block; 6. Fixed plate; 61. First threaded hole; 7. Second fixed seat; 71. Second threaded hole; 8. Fixing bolt. DETAILED DESCRIPTION
[0024] The technical solutions in the embodiments of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiments of the utility model; it is obvious that the described embodiments are only part of the embodiments of the utility model, rather than all of the embodiments, and all other embodiments obtained by ordinary technicians in this field based on the embodiments of the utility model without making creative work are within the scope of protection of the utility model.
[0025] In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "top / bottom" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the 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 position, be constructed and operated in a specific position, and therefore cannot be understood as limiting the present invention. In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance.
[0026] In the description of the present utility model, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "provided with", "set / connected", "connected", etc. should be understood in a broad sense. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances.
[0027] Example:
[0028] See also Figure 1 - Figure 4A large-span assembled space steel network building structure comprises a lower support beam 1, an upper support beam 2 and a Y-shaped steel 3. The bottom surface of the upper support beam 2 is fixedly connected to two installation frames 4. The tops of both sides of the Y-shaped steel 3 are fixedly connected to the inside of the two installation frames 4 by bolts. A through groove 11 is penetrated through the top surface of the lower support beam 1. The bottom of the Y-shaped steel 3 is penetrated and arranged inside the through groove 11. A support assembly 5 is arranged on the top surface of the lower support beam 1. The support assembly 5 comprises two first fixed seats 51 fixedly connected to the top surface of the lower support beam 1 and two clamping frames 52 symmetrically arranged on both sides of the Y-shaped steel 3. The sizes of the two clamping frames 52 are adapted to the sizes of the vertical sections of the Y-shaped steel 3. The top surfaces of the two first fixed seats 51 are rotatably connected to rotating rods 53. One end of the two rotating rods 53 is rotatably connected to one side of the two clamping frames 52 respectively.
[0029] Specifically, one side of one of the clamping frames 52 is provided with two positioning grooves 54 , and one side of the other clamping frame 52 is fixedly connected with two positioning blocks 55 , and the two positioning blocks 55 are respectively engaged with the two positioning grooves 54 .
[0030] In this solution, the mounting frame 4 is used to fix the two inclined sections at the top of the Y-shaped steel 3. The two inclined sections at the top of the Y-shaped steel 3 are provided with threaded holes, and the mounting frame 4 and the top of the Y-shaped steel 3 are fixed by bolts. Compared with the traditional "X" cross-shaped steel, the two inclined sections of the Y-shaped steel 3 can disperse the pressure on the upper support beam 2, which is the prior art. The support assembly 5 is used to support the Y-shaped steel 3 at an angle. During installation, the staff first inserts the Y-shaped steel 3 into the through groove 11, and then places the two first fixing seats 51 on both sides of the Y-shaped steel 3. By adjusting the angle of the rotating rod 53 and cooperating with the guiding effect between the positioning groove 54 and the positioning block 55, the two clamping frames 52 are pressed on both sides of the Y-shaped steel 3, and then the positions of the two first fixing seats 51 are fixed by bolts. The support assembly 5 is not only simple to install and does not require welding, but also can support both sides of the Y-shaped steel 3, so that the oblique external force on the Y-shaped steel 3 is dispersed to the lower support beam 1, thereby protecting the Y-shaped steel 3.
[0031] See also Figure 1 , Figure 2 and Figure 4 Both sides of the Y-shaped steel 3 away from the supporting assembly 5 are fixedly connected with fixing plates 6, and two first threaded holes 61 are penetrated through one side of the fixing plate 6.
[0032] Specifically, two second fixing seats 7 are fixedly connected to the top surface of the lower support beam 1 , and two second threaded holes 71 are penetrated through one side of the two second fixing seats 7 close to the Y-shaped steel 3 .
[0033] Specifically, the inner thread of the second threaded hole 71 is threadedly connected with a fixing bolt 8 .
[0034] Specifically, the positions of the two first threaded holes 61 match the positions of the two second threaded holes 71 , and the second fixing seat 7 is fixedly connected to the Y-shaped steel 3 via fixing bolts 8 disposed thereon.
[0035] In this solution, the second fixing seat 7 is used to fix the lower support beam 1 through bolts, and threaded holes are also opened on both sides of the Y-shaped steel 3 corresponding to the first threaded holes 61. The Y-shaped steel 3 and the second fixing seat 7 can be fixed by fixing bolts 8, so that the Y-shaped steel 3 is fixed to the lower support beam 1, and the operation is simple.
[0036] Working principle: During installation, the staff first inserts the Y-shaped steel 3 into the through groove 11, then places the upper support beam 2 on the top of the Y-shaped steel 3, and fixes the inclined section on the top of the Y-shaped steel 3 to the installation frame 4 with bolts. Then the staff aligns the second threaded hole 71 and the first threaded hole 61 on the second fixing seat 7 and the fixing plate 6, and fixes the two with the fixing bolts 8, thereby fixing the Y-shaped steel 3 on the lower support beam 1. Finally, the staff aligns and clamps the two clamping frames 52 on both sides of the Y-shaped steel 3, and adjusts the rotating rod 53 to make the first fixing seat 51 fit on the lower support beam 1, and then fixes the first fixing seat 51 with bolts to complete the splicing of the grid.
[0037] The above is only a preferred specific implementation of the utility model; however, the protection scope of the utility model is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical solution and improved ideas of the utility model within the technical scope disclosed by the utility model, which should be included in the protection scope of the utility model.
Claims
1. A large-span assembled spatial steel network building structure, comprising a lower support beam (1), an upper support beam (2) and a Y-shaped steel (3), characterized in that: The bottom surface of the upper support beam (2) is fixedly connected to two installation frames (4), the tops of both sides of the Y-shaped steel (3) are fixedly connected to the inside of the two installation frames (4) by bolts, the top surface of the lower support beam (1) is penetrated by a through groove (11), the bottom of the Y-shaped steel (3) is penetrated and arranged inside the through groove (11), and the top surface of the lower support beam (1) is provided with a support assembly (5), the support assembly (5) comprises two first fixed seats (51) fixedly connected to the top surface of the lower support beam (1) and two clamping frames (52) symmetrically arranged on both sides of the Y-shaped steel (3), the size of the two clamping frames (52) is adapted to the size of the vertical section of the Y-shaped steel (3), the top surfaces of the two first fixed seats (51) are both rotatably connected to rotating rods (53), and one end of the two rotating rods (53) is rotatably connected to one side of the two clamping frames (52) respectively.
2. A large-span assembled spatial steel network building structure according to claim 1, characterized in that: One side of one of the clamping frames (52) is provided with two positioning grooves (54), and one side of the other clamping frame (52) is fixedly connected with two positioning blocks (55), and the two positioning blocks (55) are respectively engaged with the two positioning grooves (54).
3. The large-span assembled spatial steel network building structure according to claim 1 is characterized in that: Both sides of the Y-shaped steel (3) away from the supporting assembly (5) are fixedly connected with fixing plates (6), and one side of the fixing plate (6) is penetrated by two first threaded holes (61).
4. A large-span assembled spatial steel network building structure according to claim 3, characterized in that: Two second fixing seats (7) are fixedly connected to the top surface of the lower support beam (1), and two second threaded holes (71) are penetrated through one side of the two second fixing seats (7) close to the Y-shaped steel (3).
5. The large-span assembled spatial steel network building structure according to claim 4 is characterized in that: The interior of the second threaded hole (71) is threadedly connected with a fixing bolt (8).
6. A large-span assembled spatial steel network building structure according to claim 5, characterized in that: The positions of the two first threaded holes (61) match the positions of the two second threaded holes (71), and the second fixing seat (7) is fixedly connected to the Y-shaped steel (3) via fixing bolts (8) arranged thereon.