Multi-support steel structure column assembly
By designing a double-supported steel column assembly and using diagonal bracing units and side bracing accessories to form a triangular frame structure, the problem of insufficient stability of single-point support is solved, and more stable support and seismic resistance are achieved.
Patent Information
- Application Number
- CN202422479143.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-14
- Publication Date
- 2025-09-19
- Estimated Expiration
- 2034-10-14
AI Technical Summary
In the prior art, the single-point supported steel structure columns have insufficient support area and stability, especially poor support stability under variable loads such as wind loads.
A double-supported steel column assembly is used, including two spaced vertical column components, diagonal bracing units and side bracing accessories. A triangular frame structure is formed by the diagonal bracing units, and an elastic support structure is added to improve stability and seismic resistance.
It realizes double-point support within a certain span, improves the stability and overall strength of the support, enhances the earthquake resistance, and ensures the firmness and elastic buffering effect of the support structure.
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Figure CN223358477U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of steel structure support components, in particular to a multi-support steel structure column assembly. Background Art
[0002] Steel structural columns are important supporting components in buildings and engineering, and are widely used in various structures. Their main types include H-shaped steel columns, box columns, lattice columns, and hollow cylinders. Among them, box columns, as a common type of steel structural column, are mainly suitable for large-span beam structures and stadiums.
[0003] After searching, a steel structure column was disclosed in the patent document with patent application number CN202121879067.9. Its main structure includes a column body, and sliding slots are opened on the side walls of both sides of the column body. The same movable plate is slidably connected in a pair of sliding slots, and the column body and the movable plate form a steel column closed on all sides; multiple groups of transverse reinforcement components are fixedly connected in the steel column, and longitudinal reinforcement components are fixedly connected between each reinforcement component. The transverse reinforcement components are used to support the steel column laterally, and the longitudinal reinforcement components are used for longitudinal support of the steel column and longitudinal support between multiple groups of transverse reinforcement components.
[0004] It can be seen from the records of the above-mentioned existing documents that it mainly adopts a single column to achieve support, and relies on internal longitudinal reinforcement components and transverse reinforcement components to complete the reinforced support; however, it still uses a single column to complete the support as a whole. There are problems with the vertical support area and the overall support stability, the support point is single, and the overall support stability under variable loads such as wind load is poor.
[0005] Based on this, the present invention optimizes and reinforces the single-point supported steel column structure in the prior art, and hereby proposes a steel column assembly that realizes double support to better solve the problems existing in the prior art. Utility Model Content
[0006] The present invention is to solve one of the above-mentioned technical problems, and the technical solution adopted is: a multi-support steel structure column assembly, including two spaced and vertically arranged column assemblies, the bottom of each column assembly is pre-buried and fixed on the ground, the tops of the two column assemblies are fixedly installed on the bottom of the steel structure beam, a diagonal bracing unit is provided between the two column assemblies, the top of the diagonal bracing unit is movably hinged on the upper ear seat fixedly connected to the upper part of the column assembly on the left, and the bottom of the diagonal bracing unit is movably hinged on the lower ear seat fixedly connected to the lower part of the column assembly on the right, side bracing accessories are respectively provided on the front and rear sides of the column assembly, the middle part of the side bracing accessories is connected to the diagonal bracing unit, and the two ends of the side bracing accessories are respectively installed at the corresponding positions of the column assembly.
[0007] In any of the above schemes, it is preferred that the column assembly includes a box-type column, the lower end of the box-type column is pre-buried and extends below the ground, a ground connection seat is welded and fixed on the lower outer wall of the box-type column, the ground connection seat is bolted to the ground, and the top of the box-type column is fixed to the bottom of the steel structure beam.
[0008] In any of the above schemes, it is preferred that the diagonal bracing unit includes an obliquely arranged flexure restraint support, the top of the left end of the flexure restraint support is movably hinged on the upper ear seat, and the bottom of the right end of the flexure restraint support is movably hinged on the lower ear seat, and coaxially arranged threaded short shafts are fixedly formed on the front and rear sides of the middle part of the flexure restraint support, and external threads are provided on the outer side walls of the threaded short shafts, and the ends of each threaded short shaft pass through the middle part of the side support accessory at its corresponding position, and the external thread sections of the threaded short shafts on both sides of the side support accessory are respectively screwed and fastened with locking nuts.
[0009] In any of the above schemes, it is preferred that the side support accessory includes a rigid sleeve movably sleeved on the outer side wall of the threaded short shaft, and coaxially arranged long screws are integrally formed on the left and right sides of the rigid sleeve, and an external thread is provided on the outer side wall of each long screw, and the end of each long screw extends to the outside of the box-type column at its corresponding position and is connected with the elastic support member below the corresponding position.
[0010] In any of the above schemes, it is preferred that the elastic support member includes a supporting seat fixedly welded to the lower outer wall of the box-type column, a supporting spring fixedly installed on the top of the supporting seat, and a square seat fixedly installed on the top of the support spring. The square seat is movably sleeved on the outer wall of the long screw through its center through hole, and end locking nuts are respectively screwed on the outer walls of the long screw on both sides of the square seat, and the two end locking nuts cooperate to achieve clamping and positioning of the square seat between them.
[0011] In any of the above solutions, preferably, a reinforcing plate seat is fixedly welded to the bottom of each supporting seat, and the reinforcing plate seat is fixed to the lower outer side wall of the box-shaped column.
[0012] In any of the above solutions, preferably, the inclination angle between the buckling restraint support and the horizontal plane is 45°-60°.
[0013] Compared with the prior art, the beneficial effects of the present invention are as follows:
[0014] 1. The multi-support steel structure column assembly designed in the present invention relies on two relatively spaced and vertically arranged column assemblies to stably support the bottom of the steel structure beam, and can achieve double-point support within a certain span, effectively improving the stability of the support; while relying on the inclined buckling restraint support while providing double-point support, it can further improve the lateral support anti-seismic effect and assist in enhancing the overall support strength.
[0015] 2. The side support attachments and corresponding elastic support members provided on the front and rear sides of the diagonal support unit in the present invention can effectively ensure stable support for the middle part of the diagonal support unit and effectively ensure the fulcrum positioning support.
[0016] 3. Arranging elastic support members on the front and rear sides of each box-type column can effectively ensure that the side support accessories play a good elastic support role when subjected to small up and down movements. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] To more clearly illustrate the specific embodiments of the present invention or the technical solutions in the prior art, the following briefly describes the drawings required for the specific embodiments or the description of the prior art. Similar elements or components are generally identified by similar reference numerals throughout the drawings. Elements or components in the drawings are not necessarily drawn to scale.
[0018] Figure 1 This is a structural schematic diagram of the multi-support steel structure column assembly of the utility model in the installed state.
[0019] Figure 2 This is a schematic diagram of the three-dimensional structure of the multi-support steel structure column assembly of the present invention.
[0020] Figure 3 This is a schematic top view of the multi-support steel column assembly of the present invention.
[0021] Figure 4 This is a side structural schematic diagram of the multi-support steel structure column assembly of the present invention.
[0022] In the figure, 1. Ground; 2. Steel structure beam; 3. Upper ear seat; 4. Lower ear seat; 5. Box column; 6. Ground seat; 7. Buckling restraint support; 8. Threaded short shaft; 9. Locking nut; 10. Rigid sleeve; 11. Long screw; 12. Support seat; 13. Support spring; 14. Square seat; 15. Reinforcement plate seat; 16. End anti-slip nut. DETAILED DESCRIPTION
[0023] The following embodiments of the present invention are described in detail with reference to the accompanying drawings. The following embodiments are only used to more clearly illustrate the present invention's technical solution and are therefore only examples and are not intended to limit the scope of protection of the present invention. Figures 1-4 As shown in .
[0024] A multi-support steel structure column assembly includes two spaced and vertically arranged column assemblies, the bottom of each column assembly is pre-buried and fixed on the ground 1, the tops of the two column assemblies are fixedly installed on the bottom of the steel structure beam 2, and a diagonal bracing unit is provided between the two column assemblies. The top of the diagonal bracing unit is movably hinged on an upper ear seat 3 fixedly connected to the upper part of the column assembly on the left, and the bottom of the diagonal bracing unit is movably hinged on a lower ear seat 4 fixedly connected to the lower part of the column assembly on the right. Side bracing accessories are respectively provided on the front and rear sides of the column assembly, the middle part of the side bracing accessories is connected to the diagonal bracing unit, and the two ends of the side bracing accessories are respectively installed at corresponding positions of the column assembly.
[0025] It should be noted that the multi-support steel structure column assembly as a whole can support the bottom end of the horizontally arranged steel structure beam 2. When supporting, relying on two spaced column assemblies can effectively ensure that the number of fulcrums is increased, and the stability of the support is effectively improved. In addition, considering the relative linkage between the two opposite column assemblies when relying on the two column assemblies on both sides for support, a diagonal bracing unit is added here to achieve the purpose of assisting in bearing the longitudinal load and connecting the two column assemblies, so that the entire column assembly structure forms a triangular frame stable structure under the action of the diagonal bracing unit, effectively ensuring the firmness of the entire support structure and improving the supporting capacity of the entire structure.
[0026] In any of the above schemes, it is preferred that the column assembly includes a box-type column 5, the lower end of the box-type column 5 is pre-buried and extends below the ground 1, a ground connection seat 6 is welded and fixed on the lower outer wall of the box-type column 5, the ground connection seat 6 is bolted to the ground 1, and the top of the box-type column 5 is fixed to the bottom of the steel structure beam 2.
[0027] The column assembly uses the box-type column 5 as the supporting body to effectively ensure the strength of the overall vertical support. At the same time, the stability of the bottom of the entire box-type column 5 is enhanced by pre-buried underground, ensuring its vertical support strength and anti-roll capability.
[0028] In any of the above schemes, it is preferred that the diagonal bracing unit includes an obliquely arranged flexure restraint support 7, the top of the left end of the flexure restraint support 7 is movably hinged on the upper ear seat 3, and the bottom of the right end of the flexure restraint support 7 is movably hinged on the lower ear seat 4, and a coaxially arranged threaded short shaft 8 is fixedly formed on the front and back sides of the middle part of the flexure restraint support 7, and an external thread is provided on the outer side wall of the threaded short shaft 8. The end of each threaded short shaft 8 passes through the middle part of the side support accessory at its corresponding position, and the external thread sections of the threaded short shaft 8 on both sides of the side support accessory are respectively screwed and fastened with locking nuts 9.
[0029] Taking into account the combined load-bearing effect of the two box-type columns 5, the upper and lower ends of the diagonal bracing unit are respectively connected to the corresponding two box-type columns 5 in an inclined manner, so that the two box-type columns 5 connected to the ground form a triangular frame support structure, which enhances the strength of the entire combined frame structure to a certain extent and ensures its stability when supporting the top steel structure beam 2; considering that the diagonal bracing unit is a lateral buckling restraint structural member, side bracing accessories are optimized and added on both sides thereof, so that horizontal extension can be completed on both sides of the middle part of the buckling restraint support 7, and finally the elastic support members at the bottom of both ends of the structure realize auxiliary elastic support when the middle part vibrates and displaces.
[0030] In any of the above schemes, it is preferred that the side support accessory includes a rigid sleeve 10 movably sleeved on the outer wall of the threaded short shaft 8, and coaxially arranged long screws 11 are integrally formed on the left and right sides of the rigid sleeve 10, and an external thread is provided on the outer wall of each of the long screws 11. The end of each of the long screws 11 extends to the outside of the box-type column 5 at its corresponding position and is connected with the elastic support member below the corresponding position.
[0031] It should be noted that the side support attachment is a connecting piece connected to both sides of the middle part of the flexure restraint support 7. Its main function is to support and position its two ends by relying on the supporting function of the elastic support member, so as to ensure that when encountering working conditions such as vibration loads, the vertical movement of the flexure restraint support 7 can rely on the long screws 11 on both sides to press down and transmit the pressure load to the elastic support member, thereby playing the role of elastic buffer support, and achieving the buffering purpose through elastic deformation and linkage.
[0032] In any of the above schemes, it is preferred that the elastic support member includes a supporting seat 12 fixedly welded on the lower outer wall of the box-type column 5, a supporting spring 13 is fixedly installed on the top of the supporting seat 12, and a square seat 14 is fixedly installed on the top of the support spring 13. The square seat 14 is movably sleeved on the outer wall of the long screw 11 through its center through hole, and end anti-slip nuts 16 are respectively screwed on the outer walls of the long screw 11 on both sides of the square seat 14, and the two end anti-slip nuts 16 cooperate to achieve clamping and positioning of the square seat 14 between them.
[0033] The elastic support member serves as a structure for bottom support of the end portion of the long screw rod 11 . When the end portion of the long screw rod 11 moves downward, it can provide elastic buffer support and reduce direct hard collision.
[0034] In addition, considering the stability after installation, multiple end anti-falling nuts 16 are provided to prevent falling and lock the connection, thereby ensuring the stability of the connection part. The use of locking nuts 9 can reduce the risk of falling off.
[0035] In any of the above solutions, preferably, a reinforcing plate seat 15 is fixedly welded to the bottom of each supporting seat 12 , and the reinforcing plate seat 15 is fixed to the lower outer side wall of the box-shaped column 5 .
[0036] Welding the reinforcing plate seat 15 at the bottom of the supporting seat 12 can better ensure the strength of the entire supporting seat 12 structure and ensure the stability of the supporting spring 13 on the top of the supporting seat.
[0037] In any of the above solutions, it is preferred that the inclination angle between the buckling restraining support 7 and the horizontal plane is 45°-60°.
[0038] Setting the buckling restraint support 7 to a suitable inclination angle can ensure the stability of the two triangular frame structures formed by it, the top steel structure beam 2, the ground 1 and the column components on both sides, and ensure the reasonable diversion of the longitudinal downward pressure load force.
[0039] Specific working principle: The multi-support steel structure column assembly of the utility model can support the bottom of the end of the horizontally arranged steel structure beam 2 as a whole. When supporting, relying on two spaced column components can effectively ensure the increase in the number of support points and effectively improve the stability of the support.
[0040] The diagonal bracing unit added between the two column assemblies can play the role of buckling restraint support 7, and at the same time, after cooperating with the column assemblies on both sides, it can form two triangular frame structures, effectively ensuring the stability of the entire support structure; the diagonal bracing unit is added to achieve the purpose of assisting in bearing the longitudinal load and connecting the two column assemblies, effectively ensuring the firmness of the entire support structure and improving the supporting capacity of the entire structure.
[0041] From the above, it can be seen that the multi-support steel structure column assembly can stably support the bottom of the steel structure beam 2 by relying on two relatively spaced and vertically arranged column assemblies, and can achieve double-point support within a certain span, effectively improving the stability of the support; while providing double-point support, relying on the inclined flexure constraint support 7 can further improve the lateral support anti-seismic effect, and assist in enhancing the overall support strength; the side support accessories and corresponding elastic support members arranged on the front and rear sides of the diagonal bracing unit can effectively ensure stable support for the middle part of the diagonal bracing unit, and effectively ensure the fulcrum positioning support; the elastic support members arranged on the front and rear sides of each box-type column 5 can effectively ensure that the side support accessories play a good elastic support role when subjected to small up and down movements.
[0042] The above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the above embodiments, those skilled in the art should understand that the technical solutions described in the above embodiments can still be modified, or some or all of the technical features therein can be replaced by equivalents. These modifications or replacements do not deviate the essence of the corresponding technical solutions from the scope of the technical solutions of the embodiments of the present invention. For those skilled in the art, any replacement improvements or changes made to the implementation methods of the present invention fall within the scope of protection of the present invention.
[0043] Anything not described in detail in the present invention is well known to those skilled in the art.
Claims
1. A multi-support steel column assembly, characterized in that: It includes two spaced and vertically arranged column assemblies, the bottom of each column assembly is embedded and fixed on the ground, the tops of the two column assemblies are fixedly installed on the bottom of the steel structure beam, and a diagonal bracing unit is provided between the two column assemblies. The top of the diagonal bracing unit is movably hinged on the upper ear seat fixedly connected to the upper part of the column assembly on the left, and the bottom of the diagonal bracing unit is movably hinged on the lower ear seat fixedly connected to the lower part of the column assembly on the right. Side bracing accessories are respectively provided on the front and rear sides of the column assembly, the middle part of the side bracing accessories is connected to the diagonal bracing unit, and the two ends of the side bracing accessories are respectively installed at the corresponding positions of the column assembly.
2. The multi-support steel structure column assembly according to claim 1, characterized in that: The column assembly includes a box-type column, the lower end of which is pre-buried and extends below the ground. A ground connection seat is welded and fixed on the lower outer wall of the box-type column, and the ground connection seat is bolted to the ground. The top of the box-type column is fixed to the bottom of the steel structure beam.
3. The multi-support steel structure column assembly according to claim 2, characterized in that: The diagonal bracing unit includes an obliquely arranged flexure restraining support, the top of the left end of the flexure restraining support is movably hinged on the upper ear seat, and the bottom of the right end of the flexure restraining support is movably hinged on the lower ear seat, and coaxially arranged threaded short shafts are fixedly formed on the front and rear sides of the middle part of the flexure restraining support, and external threads are provided on the outer side walls of the threaded short shafts. The ends of each threaded short shaft pass through the middle part of the side support attachment at its corresponding position, and the external thread sections of the threaded short shafts on both sides of the side support attachment are screwed and fastened with locking nuts respectively.
4. The multi-support steel structure column assembly according to claim 3, characterized in that: The side support accessory includes a rigid sleeve movably connected to the outer side wall of the threaded short shaft, and coaxially arranged long screws are integrally formed on the left and right sides of the rigid sleeve. External threads are provided on the outer side walls of each long screw, and the ends of each long screw extend to the outside of the box-type column at its corresponding position and are connected to the elastic support member below the corresponding position.
5. The multi-support steel structure column assembly according to claim 4, characterized in that: The elastic support member includes a supporting seat fixedly welded to the lower outer wall of the box-shaped column, a supporting spring fixedly installed on the top of the supporting seat, and a square seat fixedly installed on the top of the supporting spring. The square seat is movably sleeved on the outer wall of the long screw through its center through hole, and end locking nuts are screwed on the outer walls of the long screw on both sides of the square seat, and the two end locking nuts cooperate to clamp and position the square seat between them.
6. The multi-support steel structure column assembly according to claim 5, characterized in that: A reinforcing plate seat is fixedly welded to the bottom of each supporting seat, and the reinforcing plate seat is fixed on the lower outer side wall of the box-shaped column.
7. The multi-support steel structure column assembly according to claim 6, characterized in that: The inclination angle between the buckling restraint support and the horizontal plane is 45°-60°.
Citation Information
Patent Citations
Steel structure column
CN215442710U