Bolted connection structure for steel structure engineering
By setting through holes, internal threads, threaded columns, fixed columns, circular slide rails, arc sliders and limit rods in the bolted connection structure for steel structure engineering, the problem of slipping wires in the ultimate load-bearing state of the bolted connection structure is solved, achieving higher stability and safety.
Patent Information
- Application Number
- CN202421681588.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-16
- Publication Date
- 2025-04-08
- Estimated Expiration
- 2034-07-16
AI Technical Summary
The existing bolted connection structure is prone to slip wires under the ultimate load-bearing state, resulting in slippage or gaps between the steel structure connectors, which poses certain hidden dangers.
A bolted connection structure for steel structure engineering is designed, including the head, rod and nut. By setting through holes, internal threads, threaded columns, fixed columns, circular slide rails, arc sliders and limit rods, the stability between the nut and rod is improved and the slippage phenomenon is avoided.
Through this design, the stability of the nut and the rod is significantly improved, the slippery wire phenomenon is avoided, and the safety and stability of the steel structure connection are ensured.
Smart Images

Figure CN222731893U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of bolt connection structures, in particular to a bolt connection structure for steel structure engineering. Background Art
[0002] At present, with the rapid development of modern construction industry, especially the construction industrialization, more and more construction projects are using prefabricated steel structure components and assembled on site. At the same time, prefabricated steel structure components can be used not only in permanent building structures, but also in temporary facilities on construction sites. In order to ensure the connection quality of steel structure components and green and civilized construction on construction sites, the connection of steel structure components is increasingly connected by bolt connection.
[0003] After massive searches, it was found that in the existing technology, although the stability of bolt connections is higher than other methods, thread slippage may occur under its extreme load-bearing state, which in turn causes slippage or gaps between steel structure connectors, posing certain hidden dangers.
[0004] Therefore, it is necessary to provide a bolt connection structure for steel structure engineering to solve the above technical problems. Utility Model Content
[0005] The utility model provides a bolt connection structure for steel structure engineering, which solves the problems in the background technology.
[0006] In order to solve the above technical problems, the utility model provides a bolt connection structure for steel structure engineering, including a head, a rod and a nut, the rod and the head are fixedly connected, the nut is spirally connected to the rod, the head and the rod surface are both provided with through holes, the two through holes are connected through, the inner wall of the through hole is provided with an internal thread, a threaded column is spirally connected inside the through hole, a fixing column is provided at one end of the threaded column, a circular slide rail is provided on the peripheral side of the fixing column, an arc-shaped slider is slidably connected inside the circular slide rail, and a limiting rod is provided at one end of the arc-shaped slider.
[0007] Preferably, a slideway is provided on the outer surface of the rod portion, the slideway is connected to the through hole, two slideways are provided, and the two slideways are symmetrically provided on the surface of the rod portion.
[0008] Preferably, a limiting plate is provided at one end of the nut, and a rotating column is provided on the end surface of the limiting plate. There are multiple rotating columns, and the multiple rotating columns are equidistantly arranged around the side surface of the limiting plate.
[0009] Preferably, the outer diameter of the limiting rod is equal to the inner width of the slideway.
[0010] Preferably, a screw groove is formed at one end of the threaded column.
[0011] Preferably, anti-slip teeth are provided on the side surfaces of the nut.
[0012] Compared with the related art, the bolt connection structure for steel structure engineering provided by the utility model has the following beneficial effects:
[0013] 1. Compared with the prior art, the bolt connection structure for steel structure engineering, by setting a through hole, internal thread, threaded column, fixed column, circular slide rail, arc-shaped slider for coordinated use, is convenient for improving the stability between the nut and the rod after the bolt is fixed to the steel structure. After the spiral is fixed to the steel structure and the nut is spirally screwed to the rod, the staff screws the threaded column into the through hole, so that when the threaded column moves inside the through hole, it drives the rotating column to move inside the slide rail, so that the fixed column contacts one end of the nut, thereby greatly improving the stability of the nut and the rod under the limitation of the fixed column, avoiding the phenomenon of thread slippage, and by setting a limit plate and a rotating column, when the nut is connected to the rod, the staff can drive the limit plate to rotate through the rotating column, thereby quickly driving the nut and the rod to be combined. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] Figure 1 A schematic diagram of the structure of the bolt connection structure for steel structure engineering provided by the utility model;
[0015] Figure 2 A schematic diagram of the rotating column structure of the bolt connection structure for steel structure engineering provided by the utility model;
[0016] Figure 3 A schematic diagram of the rotating column structure of the bolt connection structure for steel structure engineering provided by the utility model;
[0017] Figure 4 A schematic diagram of a limit rod structure of a bolt connection structure for a steel structure engineering provided by the utility model;
[0018] Figure 5 The utility model provides a schematic diagram of the screw slot structure of the bolt connection structure for steel structure engineering.
[0019] Numbers in the figure:
[0020] 1. Head; 2. Rod; 3. Limit plate; 4. Nut; 5. Limit rod; 6. Slide; 7. Through hole; 8. Anti-slip teeth; 9. Rotating column; 10. Threaded column; 11. Circular slide rail; 12. Fixed column; 13. Screw groove. DETAILED DESCRIPTION
[0021] The utility model is further described below in conjunction with the accompanying drawings and implementation modes.
[0022] First embodiment
[0023] Please refer to Figure 1-5 The bolt connection structure for steel structure engineering comprises a head 1, a rod 2 and a nut 4, wherein the rod 2 and the head 1 are fixedly connected, and the nut 4 is spirally connected to the rod 2. Through holes 7 are provided on the surfaces of the head 1 and the rod 2, and the two through holes 7 are connected through each other. The inner wall of the through hole 7 is provided with an internal thread, and a threaded column 10 is spirally connected inside the through hole 7. A fixing column 12 is provided at one end of the threaded column 10, and a circular slide rail 11 is provided on the side surface of the fixing column 12, and an arc-shaped slider is slidably connected inside the circular slide rail 11, and a limit rod 5 is provided at one end of the arc-shaped slider.
[0024] By setting the through hole 7, internal thread, threaded column 10, fixed column 12, circular slide rail 11, and arc-shaped slider for use together, it is convenient to improve the stability between the nut 4 and the rod 2 after the bolt is fixed to the steel structure. After the spiral is fixed to the steel structure and the nut 4 is spirally screwed to the rod 2, the staff screws the threaded column 10 into the through hole 7, so that when the threaded column 10 moves inside the through hole 7, it drives the rotating column 9 to move inside the slide rail 6, so that the fixed column 12 contacts one end of the nut 4, thereby greatly improving the stability of the nut 4 and the rod 2 under the limitation of the fixed column 12, and avoiding the phenomenon of thread slippage.
[0025] The working principle of the bolt connection structure for steel structure engineering provided by the utility model is as follows:
[0026] After the spiral is fixed to the steel structure and the nut 4 is screwed with the rod 2, the staff screws the threaded column 10 into the through hole 7, so that when the threaded column 10 moves inside the through hole 7, it drives the rotating column 9 to move inside the slide 6, so that the fixed column 12 contacts one end of the nut 4, thereby greatly improving the stability of the nut 4 and the rod 2 under the limitation of the fixed column 12, and avoiding the phenomenon of thread slippage. By setting the limiting plate 3 and the rotating column 9, when the nut 4 is connected to the rod 2, the staff can drive the limiting plate 3 to rotate through the rotating column 9, thereby quickly driving the nut 4 to be combined with the rod 2.
[0027] Compared with the related art, the bolt connection structure for steel structure engineering provided by the utility model has the following beneficial effects:
[0028] By setting the through hole 7, internal thread, threaded column 10, fixed column 12, circular slide rail 11, and arc-shaped slider for use, it is convenient to improve the stability between the nut 4 and the rod 2 after the bolt fixes the steel structure. After the spiral is fixed to the steel structure and the nut 4 is spirally connected to the rod 2, the staff screws the threaded column 10 into the through hole 7, so that when the threaded column 10 moves inside the through hole 7, it drives the rotating column 9 to move inside the slide rail 6, so that the fixed column 12 contacts one end of the nut 4, thereby greatly improving the stability of the nut 4 and the rod 2 under the limitation of the fixed column 12, and avoiding the phenomenon of thread slippage. By setting the limit plate 3 and the rotating column 9, when the nut 4 is connected to the rod 2, the staff can drive the limit plate 3 to rotate through the rotating column 9, thereby quickly driving the nut 4 to be combined with the rod 2.
[0029] Second embodiment
[0030] Please refer to Figure 1-5 Based on the bolt connection structure for steel structure engineering provided by the first embodiment of the present application, the second embodiment of the present application proposes another bolt connection structure for steel structure engineering. The second embodiment is only a preferred embodiment of the first embodiment, and the implementation of the second embodiment will not affect the independent implementation of the first embodiment.
[0031] Specifically, the difference of the bolt connection structure for steel structure engineering provided in the second embodiment of the present application is that a slideway 6 is provided on the outer surface of the rod 2, and the slideway 6 is connected to the through hole 7. Two slideways 6 are provided, and the two slideways 6 are symmetrically provided on the surface of the rod 2. By providing the slideway 6, it is convenient to make way for the fixing column 12.
[0032] According to this technical solution, a limiting plate 3 is provided at one end of the nut 4, and a rotating column 9 is provided on the end face of the limiting plate 3. There are multiple rotating columns 9, and multiple rotating columns 9 are equidistantly arranged around the side of the limiting plate 3. By setting the limiting plate 3 and the rotating column 9, when the nut 4 is connected to the rod 2, the staff can drive the limiting plate 3 to rotate through the rotating column 9, thereby quickly driving the nut 4 to be combined with the rod 2.
[0033] With this technical solution, the outer diameter of the limiting rod 5 is equal to the inner width of the slideway 6. By making the outer diameter of the limiting rod 5 equal to the inner width of the slideway 6, the stability of the diameter of the fixing column 12 and the rod portion 2 can be improved.
[0034] With this technical solution, a screw groove 13 is provided at one end of the threaded column 10 . By providing the screw groove 13 , it is convenient to connect a threaded drill bit to the screw groove 13 , thereby driving the threaded column 10 to rotate and move inside the through hole 7 .
[0035] With this technical solution, the nut 4 is provided with anti-skid teeth 8 on its side surface. By providing the anti-skid teeth 8, the anti-skid performance of the nut 4 is improved, and the connection between the nut 4 and the rod 2 is facilitated.
[0036] It should be noted that all kinds of components used in this application document are standard parts and can be purchased on the market. The specific connection methods of each part adopt conventional means such as mature bolts, rivets and welding in the existing technology. Machinery, parts and electrical equipment all adopt conventional models in the existing technology. Circuit connections adopt conventional connection methods in the existing technology. Electrical equipment are connected to an external safe power supply, and no specific description is given here.
[0037] The above description is only an embodiment of the present invention, and does not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made by using the contents of the specification and drawings of the present invention, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.
Claims
1. A bolt connection structure for steel structure engineering, comprising a head (1), a rod (2) and a nut (4), characterized in that: The rod (2) and the head (1) are fixedly connected, the nut (4) is spirally connected to the rod (2), the surface of the head (1) and the rod (2) are both provided with through holes (7), the two through holes (7) are connected through, the inner wall of the through hole (7) is provided with an internal thread, a threaded column (10) is spirally connected inside the through hole (7), a fixing column (12) is provided at one end of the threaded column (10), a circular slide rail (11) is provided on the peripheral side of the fixing column (12), an arc-shaped slider is slidably connected inside the circular slide rail (11), and a limit rod (5) is provided at one end of the arc-shaped slider.
2. The bolt connection structure for steel structure engineering according to claim 1, characterized in that: The outer surface of the rod (2) is provided with a slideway (6), the slideway (6) is connected to the through hole (7), two slideways (6) are provided, and the two slideways (6) are symmetrically provided on the surface of the rod (2).
3. The bolt connection structure for steel structure engineering according to claim 1, characterized in that: A limiting plate (3) is arranged at one end of the nut (4), and a rotating column (9) is arranged on the end face of the limiting plate (3). A plurality of the rotating columns (9) are arranged, and the plurality of rotating columns (9) are arranged at equal distances around the side surface of the limiting plate (3).
4. The bolt connection structure for steel structure engineering according to claim 1, characterized in that: The outer diameter of the limiting rod (5) is equal to the inner width of the slideway (6).
5. The bolt connection structure for steel structure engineering according to claim 1, characterized in that: A screw groove (13) is formed at one end of the threaded column (10).
6. The bolt connection structure for steel structure engineering according to claim 1, characterized in that: Anti-slip teeth (8) are arranged on the peripheral side of the nut (4).