Novel connecting structure for eccentric support of super high-rise steel structure
By setting pre-fixed components and limiting components in the eccentric support connection structure of the ultra-high-rise steel structure, the problem of misalignment of the installation hole during installation is solved, the installation efficiency is improved and the stability of the connection is ensured.
Patent Information
- Application Number
- CN202421727050.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-22
- Publication Date
- 2025-04-29
- Estimated Expiration
- 2034-07-22
AI Technical Summary
When installing eccentric support onto the steel beam, the installation hole is misaligned due to the shaking of the crane, which affects the installation efficiency.
A new type of eccentric support connecting structure of ultra-high-rise steel structure was designed, and the correct alignment and fixation of the mounting holes was ensured by setting up pre-fixed components, including U-shaped operating plates and circular rods, limiting components and springs.
It effectively avoids misalignment of the installation hole during installation, improves installation efficiency, and ensures the stability and safety of the connection through the design of limiting components and springs.
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Figure CN222810190U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of connection structures, in particular to a new type of connection structure for eccentric support of a super high-rise steel structure. Background Art
[0002] The connection structure is used to install the eccentric support on the super-high-rise steel beam. The connection structure consists of two sets of bolts. When installing the eccentric support on the super-high-rise steel beam, the worker aligns the mounting holes on one of the eccentric supports with the mounting holes on the steel beam horizontally and vertically, inserts screw one, and then screws nut one on screw one to lock and fix the eccentric support. Then, the mounting holes on the other eccentric support and the holes on the mounting plate on the eccentric support installed on the steel beam are horizontally and vertically aligned, screw two is inserted, and nut two is screwed on to lock, and the other end is locked with screw one and nut one, thereby connecting the eccentric support to the super-high-rise steel beam.
[0003] The inventor found in his daily work that when the connecting structure is used, when installing the eccentric support on the steel beam, the eccentric support is lifted by a crane, the mounting holes are horizontally and vertically aligned with each other, and then the screws are inserted and fixed with nuts. Since the eccentric support is lifted by the crane, it is easy to shake, which makes the mounting holes easily misaligned, so they need to be realigned for fixing, which affects the installation efficiency. Utility Model Content
[0004] The purpose of the utility model is to solve the problem that in actual use, when installing the eccentric support on the steel beam, the eccentric support is lifted by a crane, the mounting holes are horizontally and vertically aligned with each other, and then a screw is inserted and fixed with a nut. Since the eccentric support is lifted by the crane, it is easy to shake, which makes the mounting holes easy to misalign, so realignment is required for fixing, thereby affecting the installation efficiency. A new connection structure of the eccentric support of a super-high-rise steel structure is proposed.
[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: a new type of connection structure of eccentric support of super high-rise steel structure, including screw rod one, nut one, screw rod two and nut two, the screw rod one and nut one are used to fix the eccentric support one and the eccentric support two, the screw rod two and nut two are used to fix the eccentric support one and the eccentric support two to the steel beam, the two sides of the eccentric support two are fixedly connected with mounting plates, the surface of the eccentric support two is provided with a pre-fixing component, the surface of the nut two is provided with a limiting component, the pre-fixing component includes a U-shaped operating plate slidably connected to the surface of the eccentric support two, a round rod is slidably inserted on one side of the U-shaped operating plate, and the round rod passes through the mounting plate and the eccentric support two.
[0006] The effect achieved by the above components is: by setting a pre-fixing component, when connecting the eccentric support one and the eccentric support two, the U-shaped operating plate is fixed to the eccentric support two, and then the circular rod is inserted into the mounting plate and the eccentric support two, so as to limit the eccentric support two, and then the screw rod one is inserted to squeeze the circular rod backward so as to contact the nut one. The nut one is limited by the U-shaped operating plate, and the screw rod one is turned to be threadedly fixed with the nut one, thereby avoiding the effect of misalignment of the mounting hole during installation as much as possible.
[0007] Preferably, the back of the U-shaped operating plate is fixedly connected to a cylinder, and the circular rod slides on the inner wall of the cylinder.
[0008] The effect achieved by the above components is: by setting the cylinder, the round rod is limited on the inner wall of the cylinder.
[0009] Preferably, a spring 1 is fixedly connected to the bottom of the inner wall of the cylinder, and the other end of the spring 1 is fixed to the circular rod.
[0010] The effect achieved by the above components is: the circular rod is reset by setting the spring 1.
[0011] Preferably, the nut is arranged on the arc surface of the circular rod, and a screw rod is threadedly inserted into the front surface of the U-shaped operating plate.
[0012] The effect achieved by the above components is: by setting a screw rod and twisting the screw rod, the screw rod is squeezed to the eccentric support rod 2, thereby limiting the U-shaped operating plate.
[0013] Preferably, the limiting assembly includes a circular groove formed on a side of the nut 2 close to the eccentric support 1, a small ball is slidably connected to the inner wall of the circular groove, and the small ball is inserted into the eccentric support 1.
[0014] The effect achieved by the above components is: when the nut two needs to be loosened, the nut two is turned, and after tightening, the small ball in the circular groove is stuck into the eccentric support one, thereby limiting the position of the nut two and preventing it from loosening.
[0015] Preferably, the arc surface of the small ball is fixedly connected to a second spring, and the other end of the second spring is fixed to a second nut.
[0016] The effect achieved by the above components is: the small ball is reset by setting the second spring.
[0017] Preferably, the arc surface of the ball is fixedly connected with a pull rope, and the pull rope passes through nut two.
[0018] The effect achieved by the above components is: pulling the pull rope causes the small ball to shrink to the circular groove.
[0019] In summary, the beneficial effects of the utility model are:
[0020] The utility model discloses a kind of utility model, by setting a pre-fixing component, when connecting the eccentric support one and the eccentric support two, the U-shaped operating plate is fixed to the eccentric support two, and then the round rod is inserted into the mounting plate and the eccentric support two, so as to limit the eccentric support two, and then the screw rod one is inserted, so as to extrude the round rod backwards and make contact with the nut one, the nut one is limited by the U-shaped operating plate, the screw rod one is turned, and thus is threadedly fixed with the nut one, so as to avoid the effect of misalignment of the mounting holes during installation as much as possible, and solves the problem that when installing the eccentric support on the steel beam, the eccentric support is lifted by a crane, the mounting holes are horizontally and vertically aligned with each other, and then the screw rod is inserted and fixed with the nut, and the eccentric support is easily shaken when lifted by the crane, so that the mounting holes are easily misaligned, so they need to be realigned for fixing, thus affecting the installation efficiency. BRIEF DESCRIPTION OF THE DRAWINGS
[0021] Figure 1 It is a three-dimensional structural schematic diagram of the utility model;
[0022] Figure 2 It is a three-dimensional structural schematic diagram of the pre-fixed component of the utility model;
[0023] Figure 3 It is a three-dimensional structural schematic diagram of the cross section of the pre-fixed component of the utility model;
[0024] Figure 4 It is a three-dimensional structural schematic diagram of the cross section of the limiting component of the utility model.
[0025] Legend: 1. Screw rod one; 2. Pre-fixing assembly; 3. Limiting assembly; 4. Nut one; 5. Screw rod two; 6. Nut two; 7. Eccentric support one; 8. Eccentric support two; 9. Mounting plate; 21. U-shaped operating plate; 22. Round rod; 23. Cylinder; 24. Spring one; 25. Lead screw; 31. Round groove; 32. Small ball; 33. Spring two; 34. Pull rope. DETAILED DESCRIPTION
[0026] Reference Figure 1 and Figure 2 As shown, the utility model provides a technical solution: a new type of connection structure of an eccentric support of a super high-rise steel structure includes a screw rod 1, a nut 4, a screw rod 5 and a nut 6, the screw rod 1 and the nut 4 are used to fix the eccentric support 1 7 and the eccentric support 2 8, the screw rod 2 5 and the nut 2 6 are used to fix the eccentric support 1 7 and the eccentric support 2 8 and the steel beam, the two sides of the eccentric support 2 8 are fixedly connected with a mounting plate 9, the surface of the eccentric support 2 8 is provided with a pre-fixing component 2, and the surface of the nut 2 6 is provided with a limiting component 3.
[0027] The specific settings and functions of the pre-fixing component 2 and the limiting component 3 are described in detail below.
[0028] Reference Figure 2 and Figure 3 As shown, in this embodiment: the pre-fixing component 2 includes a U-shaped operating plate 21 slidably connected to the surface of the eccentric support 8, and a round rod 22 is slidably inserted on one side of the U-shaped operating plate 21. The round rod 22 penetrates the mounting plate 9 and the eccentric support 8. By setting the pre-fixing component 2, when connecting the eccentric support 1 7 and the eccentric support 2 8, the U-shaped operating plate 21 is fixed to the eccentric support 2 8, and then the round rod 22 is inserted into the mounting plate 9 and the eccentric support 2 8, so as to limit the eccentric support 2 8, and then the screw 1 is inserted to squeeze the round rod 22 backward so as to contact with the nut 4. The nut 4 is limited by the U-shaped operating plate 21, and the screw 1 is turned to contact with the nut 1. 4 threads are fixed, thereby avoiding the effect of misalignment of the mounting holes during installation as much as possible. The back of the U-shaped operating plate 21 is fixedly connected with a cylinder 23, and the circular rod 22 slides on the inner wall of the cylinder 23. By setting the cylinder 23, the circular rod 22 is limited on the inner wall of the cylinder 23. The bottom of the inner wall of the cylinder 23 is fixedly connected with a spring 24. The other end of the spring 24 is fixed to the circular rod 22. By setting the spring 24, the circular rod 22 is reset. The nut 4 is set on the arc surface of the circular rod 22. The front surface of the U-shaped operating plate 21 is threaded with a screw rod 25. By setting the screw rod 25, the screw rod 25 is twisted to squeeze the eccentric support rod 2, thereby limiting the U-shaped operating plate 21.
[0029] Reference Figure 4 As shown, in this embodiment: the limiting component 3 includes a circular groove 31 opened on the side of the nut 6 close to the eccentric support 7, the inner wall of the circular groove 31 is slidably connected with a small ball 32, and the small ball 32 is inserted into the eccentric support 7. When the nut 6 needs to be loosened, the nut 6 is turned, and after tightening, the small ball 32 in the circular groove 31 is stuck into the eccentric support 7, thereby limiting the nut 6 to prevent loosening, the arc surface of the small ball 32 is fixedly connected with a spring 2 33, and the other end of the spring 2 33 is fixed to the nut 2 6. By setting the spring 2 33, the small ball 32 is reset, and the arc surface of the small ball 32 is fixedly connected with a pull rope 34, and the pull rope 34 passes through the nut 2 6. Pulling the pull rope 34 causes the small ball 32 to shrink to the circular groove 31.
[0030] Working principle:
[0031] When installing the eccentric support on the super-high-rise steel beam, the worker aligns the mounting holes on one of the eccentric supports with the mounting holes on the steel beam horizontally and vertically, inserts screw rod 1, and then screws nut 4 on screw rod 1 to lock and fix the eccentric support, and then aligns the mounting holes on the other eccentric support with the holes on the mounting plate 9 of the eccentric support installed on the steel beam horizontally and vertically, inserts screw rod 25, and screws nut 26 to lock, and locks the other end with screw rod 1 and nut 4, thereby connecting the eccentric support to the super-high-rise steel beam. When connecting eccentric support 1 7 and eccentric support 2 8, fix the U-shaped operating plate 21 to eccentric support 2 8, and then insert the circular rod 22 into the mounting plate 9 and eccentric support 2 8, thereby limiting the eccentric support 2 8, and then inserts screw rod 1 to squeeze The circular rod 22 is pressed backward so as to contact with the nut 14, and the nut 14 is limited by the U-shaped operating plate 21. The screw 1 is turned to be threaded and fixed with the nut 14, thereby avoiding the effect of misalignment of the mounting hole during installation as much as possible. The circular rod 22 is limited on the inner wall of the cylinder 23 by setting the cylinder 23, and the circular rod 22 is reset by setting the spring 1 24. The screw rod 25 is set and the screw rod 25 is turned so as to squeeze the eccentric support rod 2, thereby limiting the U-shaped operating plate 21. When the nut 26 needs to be loosened, the nut 26 is turned. After tightening, the ball 32 in the circular groove 31 is stuck in the eccentric support 1 7, thereby limiting the nut 26 to prevent loosening, and the ball 32 is reset by setting the spring 2 33. The pull rope 34 is pulled to shrink the ball 32 to the circular groove 31.
[0032] The above is only a preferred embodiment of the utility model, and does not limit the utility model in other forms. Any technician familiar with the profession may use the technical content disclosed above to change or modify it into an equivalent embodiment with equivalent changes and apply it to other fields. However, any simple modification, equivalent change and modification made to the above embodiment based on the technical essence of the utility model without departing from the technical solution of the utility model still belongs to the protection scope of the technical solution of the utility model. In the description of the utility model, it should be noted that unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it 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 directly connected, or indirectly connected through an intermediate medium, or it can be the internal connection of two components. For ordinary technicians in this field, the specific meanings of the above terms in the utility model can be understood by specific circumstances.
Claims
1. A new type of connection structure of eccentric supports of a super high-rise steel structure, comprising a screw rod (1), a nut rod (4), a screw rod (5), and a nut rod (6), wherein the screw rod (1) and the nut rod (4) are used to fix the eccentric supports (7) and the eccentric supports (8), and the screw rod (5) and the nut rod (6) are used to fix the eccentric supports (7) and the eccentric supports (8) to a steel beam, characterized in that: The two sides of the eccentric support No. 2 (8) are fixedly connected with mounting plates (9), the surface of the eccentric support No. 2 (8) is provided with a pre-fixing assembly (2), the surface of the nut No. 2 (6) is provided with a limiting assembly (3), the pre-fixing assembly (2) comprises a U-shaped operating plate (21) slidably connected to the surface of the eccentric support No. 2 (8), a round rod (22) is slidably inserted into one side of the U-shaped operating plate (21), and the round rod (22) passes through the mounting plate (9) and the eccentric support No. 2 (8).
2. According to claim 1, a new type of eccentric support connection structure for super high-rise steel structures is characterized by: The back of the U-shaped operating plate (21) is fixedly connected to a cylinder (23), and the circular rod (22) slides on the inner wall of the cylinder (23).
3. According to claim 2, a new type of eccentric support connection structure for super high-rise steel structures is characterized by: A spring 1 (24) is fixedly connected to the bottom of the inner wall of the cylinder (23), and the other end of the spring 1 (24) is fixed to the circular rod (22).
4. According to claim 3, a new type of eccentric support connection structure for super high-rise steel structures is characterized by: The nut 1 (4) is arranged on the arc surface of the circular rod (22), and a screw rod (25) is threadedly inserted into the front surface of the U-shaped operating plate (21).
5. According to claim 4, a new type of eccentric support connection structure for super high-rise steel structures is characterized by: The limit assembly (3) comprises a circular groove (31) formed on a side of the nut (6) close to the eccentric support (7), a small ball (32) being slidably connected to the inner wall of the circular groove (31), and the small ball (32) being inserted into the eccentric support (7).
6. The new type of eccentric support connection structure for super high-rise steel structure according to claim 5 is characterized by: The arc surface of the small ball (32) is fixedly connected to a second spring (33), and the other end of the second spring (33) is fixed to a second nut (6).
7. The new type of eccentric support connection structure for super high-rise steel structure according to claim 6 is characterized by: The arc surface of the small ball (32) is fixedly connected to a drawstring (34), and the drawstring (34) passes through the second nut (6).