Wind-resistant column angle brace node

By introducing adjustment and wind-resistant mechanisms into the corner support node of the wind-resistant column, and using a fixed rod to thread the connection pipe through the slope plate, the problem of shaking and loosening of the wind-resistant column in high wind power is solved, and safer wind resistance.

CN222183710UActive Publication Date: 2024-12-17LIMING STEEL STRUCTURE CO LTD
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Patent Information

Application Number
CN202420747348.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-11
Publication Date
2024-12-17
Estimated Expiration
2034-04-11

AI Technical Summary

Technical Problem

The existing wind-resistant column corner support nodes are prone to shaking and loosening under high wind conditions, resulting in safety hazards.

Method used

A corner support node including wind-resistant columns and roof steel beams is designed. The roof steel beam is equipped with an adjustment mechanism and a wind-resistant mechanism, and threaded fixing is carried out through the slope plate and connecting pipe through the fixing rod to reduce wind force against the surface of the wind column. Resistance allows wind energy to flow quickly and achieve wind resistance.

Benefits of technology

By reducing the resistance of the wind force against the surface of the wind column, the stability and safety of the wind column are improved, and the dangers of shaking and loosening are avoided.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of wind-resistant column angle brace nodes, in particular to a wind-resistant column angle brace node, which comprises a wind-resistant column and a roof steel beam, an adjusting mechanism is arranged on the outer wall of the roof steel beam, the adjusting mechanism comprises a fixed seat, the outer wall of the fixed seat is fixedly connected with the roof steel beam, the inner wall of the fixed seat is fixedly connected with a roof pressing rod, and the roof pressing rod is fixedly connected with the wind-resistant column. The outer wall of the roof pressing rod abuts against an upper pressing ring, the inner wall of the upper pressing ring is in threaded connection with a high-strength bolt, the outer wall of the high-strength bolt is fixedly connected with a lower pressing ring, and the lower end of the lower pressing ring is fixedly connected with an upper connecting base. The fixing rod penetrates through the slope plate and the connecting pipe to be fixed to the pit wind column in a threaded mode, when wind blows to the pit wind column, the surface is in a certain slope and smooth state, the surface resistance of contact between the wind and the pit wind column is reduced, the wind rapidly flows through the surface of the wind-resistant column, and the wind guiding and wind resisting effects are achieved; and the effect of being safer in use is achieved.
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Description

Technical Field

[0001] The utility model relates to the technical field of wind-resistant column corner bracing nodes, in particular to a wind-resistant column corner bracing node. Background Art

[0002] Wind-resistant columns are usually used to bear wind loads on the gables of steel structure factories. The force at the top of the columns is transmitted through the roof steel beams. In order to ensure that no torsion occurs outside the steel beam surface, corner braces are added to form a triangular stability system.

[0003] For example, the wind-resistant column corner brace node with the authorization announcement number "CN219638136U" solves the problem of existing wind-resistant column corner brace nodes, but when the height of the beam is small, the node plate collides severely and the material cannot be laid out. The above-mentioned connection to the wind-resistant column through the lower end of the corner brace avoids the problem of connection plate collision caused by the traditional corner brace method due to the small beam height and the lower end of the corner brace being connected to the steel beam stiffening plate. Considering that the surface of the existing wind-resistant column is not smooth and has grooves on the surface, when the wind blows towards the surface of the wind-resistant column, it will produce greater resistance, making the wind-resistant column prone to shaking in a higher state, resulting in looseness and other dangers during use. Utility Model Content

[0004] The purpose of the utility model is to solve the problem of existing wind-resistant column corner bracing nodes, in which the surface of the wind-resistant column will produce greater resistance, making the wind-resistant column prone to shaking in a higher state, resulting in looseness and other dangerous problems during use, and a wind-resistant column corner bracing node is proposed.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a wind-resistant column corner brace node, comprising a wind-resistant column and a roof steel beam, the outer wall of the roof steel beam is provided with an adjustment mechanism, the adjustment mechanism comprises a fixing seat, the outer wall of the fixing seat is fixedly connected to the roof steel beam, the inner wall of the fixing seat is fixedly connected to the roof pressure rod, the outer wall of the roof pressure rod is tightly abutted against an upper pressure ring, the inner wall of the upper pressure ring is threadedly connected to a high-strength bolt, the outer wall of the high-strength bolt is fixedly connected to a lower pressure ring, the lower end of the lower pressure ring is fixedly connected to an upper connecting seat, and the inner wall of the upper connecting seat is tightly abutted against a first pin shaft.

[0006] Preferably, the outer wall of the wind-resistant column is provided with a wind-resistant mechanism, and the wind-resistant mechanism includes a fixing rod, the end of the fixing rod is threadedly connected to the wind-resistant column, the outer wall of the fixing rod is movably connected to the connecting pipe, the outer wall of the connecting pipe is fixedly connected to the connecting strip, and the outer wall of the connecting strip is fixedly connected to the slope plate.

[0007] Preferably, the outer wall of the wind-resistant column is fixedly connected to the lower connecting seat, the inner wall of the lower connecting seat is tightly pressed against the second pin shaft, the outer wall of the second pin shaft is tightly pressed against the corner support, and the end of the corner support is tightly pressed against the first pin shaft.

[0008] Preferably, the outside of the corner brace is fixedly connected to the reinforcing rod.

[0009] Preferably, the outer wall of the connecting strip is provided with a splicing groove and a splicing joint.

[0010] Preferably, the outer wall of the wind-resistant column is fixedly connected to the connecting piece, the upper end of the connecting piece is fixedly connected to the extended wind-resistant column, and the surface of the connecting piece is fixedly connected to the roof steel beam.

[0011] The utility model proposes a wind-resistant column corner brace node, which has the beneficial effect of: a fixing rod is passed through the slope plate and the connecting pipe to be threadedly fixed to the pit wind column. When the wind blows towards the pit wind column, the surface is in a certain slope and smooth state, which reduces the surface resistance of the wind contacting the pit wind column, and allows the wind to flow quickly through the surface of the wind-resistant column, achieving the effect of guiding and resisting the wind, and realizing a safer effect during use. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 It is a schematic diagram of the structure of the utility model;

[0013] Figure 2 for Figure 1 Schematic diagram of the cross-sectional structure in the middle front view;

[0014] Figure 3 for Figure 1 A schematic diagram of the cross-sectional structure in the middle side view;

[0015] Figure 4 for Figure 1 A schematic diagram of the enlarged structure of the medium wind resistance mechanism;

[0016] Figure 5 for Figure 2 The enlarged structural diagram at A in the middle;

[0017] Figure 6 for Figure 3 Enlarged structural diagram at B in the middle.

[0018] In the figure: 1. wind-resistant column, 2. roof steel beam, 3. adjustment mechanism, 301. fixing seat, 302. roof pressure rod, 303. upper pressure ring, 304. high-strength bolt, 305. lower pressure ring, 306. upper connecting seat, 307. first pin shaft, 4. wind-resistant mechanism, 401. fixing rod, 402. connecting pipe, 403. connecting strip, 404. slope plate, 5. lower connecting seat, 6. second pin shaft, 7. corner brace, 8. reinforcement rod, 9. splicing groove, 10. splicing joint, 11. connecting piece, 12. extended wind-resistant column. DETAILED DESCRIPTION

[0019] Based on the embodiments of the present utility model, all other embodiments obtained by ordinary technicians in the field without making any creative work shall fall within the scope of protection of the present utility model.

[0020] See also Figure 1-6 The utility model provides a technical solution: a wind-resistant column corner brace node, comprising a wind-resistant column 1 and a roof steel beam 2, the outer wall of the roof steel beam 2 is provided with an adjusting mechanism 3, by adjusting the upper pressure ring 303 and the lower pressure ring 305 at the fixed position of the roof steel beam 2, the angle between the corner brace 7 on the upper connecting seat 306 and the lower connecting seat 5 is adjusted to ensure the effect of optimal triangular support, the adjusting mechanism 3 comprises a fixing seat 301, the outer wall of the fixing seat 301 is fixedly connected to the roof steel beam 2, the inner wall of the fixing seat 301 is fixedly connected to the roof pressure rod 302, the outer wall of the roof pressure rod 302 is tightly abutted against the upper pressure ring 303, the inner wall of the upper pressure ring 303 is threadedly connected to the high-strength bolt 304, the outer wall of the high-strength bolt 304 is fixedly connected to the lower pressure ring 305, the lower end of the lower pressure ring 305 is fixedly connected to the upper connecting seat 306, and the inner wall of the upper connecting seat 306 is tightly abutted against the first pin shaft 307.

[0021] See also Figure 1 , Figure 2 and Figure 4 The outer wall of the wind-resistant column 1 is provided with a wind-resistant mechanism 4, which reduces the resistance between the wind and the wind-resistant column 1 by increasing the slope of the surface of the wind-resistant column 1, thereby achieving the best wind-resistant effect of the wind-resistant column 1. The wind-resistant mechanism 4 includes a fixing rod 401, the end of the fixing rod 401 is threadedly connected to the wind-resistant column 1, the outer wall of the fixing rod 401 is movably connected to the connecting pipe 402, the outer wall of the connecting pipe 402 is fixedly connected to the connecting strip 403, and the outer wall of the connecting strip 403 is fixedly connected to the slope plate 404;

[0022] The fixing rod 401 passes through the slope plate 404 and the connecting pipe 402 and is threadedly fixed to the pit wind column 1. When the wind blows towards the pit wind column 1, the surface is in a certain slope and smooth state, which reduces the surface resistance of the wind in contact with the pit wind column 1, and makes the wind flow quickly through the surface of the wind-resistant column 1, achieving the effect of guiding and resisting the wind, making it safer during use.

[0023] See also Figure 1 and Figure 2 The outer wall of the wind-resistant column 1 is fixedly connected to the lower connecting seat 5, the inner wall of the lower connecting seat 5 is tightly pressed against the second pin shaft 6, the outer wall of the second pin shaft 6 is tightly pressed against the corner support 7, the end of the corner support 7 is tightly pressed against the first pin shaft 307, and the outside of the corner support 7 is fixedly connected to the reinforcing rod 8.

[0024] See also Figure 1 and Figure 2The outer wall of the connecting strip 403 is installed with a splicing groove 9 and a splicing joint 10, the outer wall of the wind-resistant column 1 is fixedly connected to the connecting piece 11, the upper end of the connecting piece 11 is fixedly connected to the extended wind-resistant column 12, and the surface of the connecting piece 11 is fixedly connected to the roof steel beam 2.

[0025] Working principle:

[0026] Assembly stage

[0027] First, the connecting piece 11 is welded and assembled between the wind-resistant column 1 and the extended wind-resistant column 12, and the bolts are threadedly fixed to the connecting piece 11 through the roof steel beam 2. The roof pressure rod 302 is inserted into the inside of the fixing seat 301 on the roof steel beam 2 for welding or bolting. After the upper pressure ring 303 and the lower pressure ring 305 are fitted with the roof pressure rod 302, the high-strength bolt 304 is tightened between the upper pressure ring 303 and the lower pressure ring 305, so that the inner walls of the upper pressure ring 303 and the lower pressure ring 305 are fixed to the roof pressure rod 302, and the two ends of the corner brace 7 are placed into the upper connecting seat 306 and the lower connecting seat 5, and the first pin shaft 307 and the second pin shaft 6 are inserted into the upper connecting seat 306 and the lower connecting seat 5 in sequence, so that the corner brace 7 forms a supporting effect on the connecting parts such as the connecting seat 306 and the lower connecting seat 5, thereby increasing the overall stability.

[0028] Wind resistance stage

[0029] The fixing rod 401 passes through the slope plate 404 and the connecting pipe 402 and is threadedly fixed to the pit wind column 1, and according to the length of the wind-resistant column 1, the splicing groove 9 on the slope plate 404 is connected to another splicing joint 10, so that the slope plate 404 has the same length as the pit wind column 1. When the wind blows towards the pit wind column 1, the surface is in a smooth slope state, reducing the surface resistance of the pit wind column 1 contacted by the wind, allowing the wind to quickly flow through the surface of the wind-resistant column 1 to achieve a wind-resistant effect.

[0030] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A wind-resistant column corner brace node, comprising a wind-resistant column (1) and a roof steel beam (2), characterized in that: The outer wall of the roof steel beam (2) is provided with an adjustment mechanism (3), and the adjustment mechanism (3) comprises a fixing seat (301), the outer wall of the fixing seat (301) is fixedly connected to the roof steel beam (2), the inner wall of the fixing seat (301) is fixedly connected to the roof pressure rod (302), the outer wall of the roof pressure rod (302) is tightly abutted against an upper pressure ring (303), the inner wall of the upper pressure ring (303) is threadedly connected to a high-strength bolt (304), the outer wall of the high-strength bolt (304) is fixedly connected to a lower pressure ring (305), the lower end of the lower pressure ring (305) is fixedly connected to an upper connecting seat (306), and the inner wall of the upper connecting seat (306) is tightly abutted against a first pin shaft (307).

2. A wind-resistant column corner brace node according to claim 1, characterized in that: The outer wall of the wind-resistant column (1) is provided with a wind-resistant mechanism (4), and the wind-resistant mechanism (4) comprises a fixing rod (401), the end of the fixing rod (401) is threadedly connected to the wind-resistant column (1), the outer wall of the fixing rod (401) is movably connected to a connecting pipe (402), the outer wall of the connecting pipe (402) is fixedly connected to a connecting strip (403), and the outer wall of the connecting strip (403) is fixedly connected to a slope plate (404).

3. The wind-resistant column corner brace node according to claim 1, characterized in that: The outer wall of the wind-resistant column (1) is fixedly connected to the lower connecting seat (5), the inner wall of the lower connecting seat (5) is tightly abutted against the second pin shaft (6), the outer wall of the second pin shaft (6) is tightly abutted against the corner support (7), and the end of the corner support (7) is tightly abutted against the first pin shaft (307).

4. A wind-resistant column corner brace node according to claim 3, characterized in that: The outside of the corner brace (7) is fixedly connected to the reinforcing rod (8).

5. The wind-resistant column corner brace node according to claim 2, characterized in that: The outer wall of the connecting strip (403) is provided with a splicing groove (9) and a splicing joint (10).

6. The wind-resistant column corner brace node according to claim 1, characterized in that: The outer wall of the wind-resistant column (1) is fixedly connected to the connecting piece (11), the upper end of the connecting piece (11) is fixedly connected to the extended wind-resistant column (12), and the surface of the connecting piece (11) is fixedly connected to the roof steel beam (2).