Wind-resistant stable supporting structure for high-rise building

Abstract

The utility model relates to the technical field of constructional engineering, and discloses a high-rise building wind-resistant stable supporting structure which comprises a bearing column, the outer portion of the bearing column is fixedly connected with a supporting plate, the top end of the supporting plate is in sliding connection with a cross beam, the interior of the cross beam is in sliding connection with a sliding rod, and the top end of the sliding rod is rotationally connected with two transmission rods. A sliding block is slidably connected into the bearing column, a connecting block is fixedly connected to the front end of the sliding block, a first fixing plate is fixedly connected to the front end of the connecting block, and a fixing shaft is fixedly connected to the front end of the first fixing plate. According to the utility model, the overall stability is enhanced, the influence of strong wind on a building body is effectively weakened, by means of a rapid sliding type assembling and fixing mode, the convenience degree of assembling and disassembling of the supporting structure is greatly improved, the working efficiency is improved, meanwhile, the supporting angle of the transmission rod can be adjusted as required, and the supporting requirements of different scenes are met.

Description

Technical Field

[0001] This utility model relates to the field of building engineering technology, and in particular to a wind-resistant and stable support structure for high-rise buildings. Background Technology

[0002] In modern urban construction, high-rise buildings are constantly rising. However, as building height continues to increase, many challenges follow. Under the influence of strong winds, the violent swaying of high-rise buildings not only affects the comfort of living, but also poses a threat to structural safety. The complex seismic forces generated by earthquakes also constantly test the stability of buildings. In addition, the huge weight of the buildings themselves and various live loads place stringent requirements on the vertical bearing capacity. The stable support structure technology of the support system is also constantly evolving to meet the needs of building safety and stability.

[0003] A common frame support system consists of a frame and bracing. The frame is responsible for bearing vertical loads, while the bracing mainly resists horizontal forces. The horizontal forces are transferred to the foundation through the diagonal bracing, effectively enhancing the lateral stiffness of the structure.

[0004] In current building construction, some frame support systems use diagonal bracing to resist wind force. However, this traditional diagonal bracing has obvious drawbacks. Its assembly and disassembly process is cumbersome and complicated, requiring a lot of manpower and time, and cannot achieve fast and efficient operation. At the same time, the angle of the diagonal bracing cannot be adjusted as needed. Therefore, a wind-resistant and stable support structure for high-rise buildings is proposed to solve the above problems. Utility Model Content

[0005] To overcome the above shortcomings, this utility model provides a wind-resistant and stable support structure for high-rise buildings, aiming to improve the problems of inconvenient disassembly and assembly and limited angle in the existing technology.

[0006] To achieve the above objectives, the present invention adopts the following technical solution:

[0007] A wind-resistant and stable support structure for high-rise buildings includes a load-bearing column, a support plate fixedly connected to the outside of the load-bearing column, a crossbeam slidably connected to the top of the support plate, a sliding rod slidably connected to the inside of the crossbeam, two transmission rods rotatably connected to the top of the sliding rod, a sliding block slidably connected to the inside of the load-bearing column, a connecting block fixedly connected to the front end of the sliding block, a fixing plate fixedly connected to the front end of the connecting block, a fixing shaft fixedly connected to the front end of the fixing plate, and a reinforcement component provided on the outside of the load-bearing column.

[0008] As a further description of the above technical solution:

[0009] The top of the load-bearing column is provided with an inlet / outlet, and the outside of the sliding block is slidably connected to the inside of the inlet / outlet.

[0010] As a further description of the above technical solution:

[0011] The load-bearing column has a sliding groove one inside, and the crossbeam has a sliding groove two inside;

[0012] As a further description of the above technical solution:

[0013] The crossbeam has an inlet and outlet two openings on its exterior, and the sliding rod is externally slidably connected to the interior of the inlet and outlet two.

[0014] As a further description of the above technical solution:

[0015] The reinforcement component includes a second fixing plate, which is slidably connected to the outside of the load-bearing column. A second reinforcement rod is fixedly connected to the top of the support plate, and a first reinforcement rod is fixedly connected to the bottom of the second fixing plate. A fixing screw is threaded into the inside of the first reinforcement rod.

[0016] As a further description of the above technical solution:

[0017] The first reinforcing rod is externally slidably connected to the outside of the second reinforcing rod, and the external thread of the fixing screw is internally connected to the second reinforcing rod;

[0018] As a further description of the above technical solution:

[0019] The first fixing plate is slidably connected to the outside of the load-bearing column, and the bottom end of the second fixing plate is in contact with the top end of the crossbeam.

[0020] As a further description of the above technical solution:

[0021] The two transmission rods are internally rotatably connected to the outside of the fixed shaft, and the outside of the crossbeam is in contact with the outside of the second reinforcing rod.

[0022] This utility model has the following beneficial effects:

[0023] 1. In this utility model, during the construction of a high-rise building, the support plate is first placed in a suitable position and fixed to the load-bearing column with bolts. Then, the sliding rod and sliding block are slid into the corresponding beams and load-bearing columns respectively. The support angle of the transmission rod is adjusted by controlling the sliding rod and sliding block to slide inside. After the angle is adjusted, the corresponding components are fixed with bolts. This significantly improves the diagonal support force of the building, enhances the overall stability, effectively reduces the impact of strong winds on the building, and greatly improves the convenience of assembling and disassembling the support structure by means of a quick sliding assembly and fixing method, thus improving work efficiency. At the same time, the support angle of the transmission rod can be adjusted as needed to meet the support requirements of different scenarios.

[0024] 2. In this utility model, after the beams, load-bearing columns and transmission rods are fixed in place, the operator slides the fixing plate to allow one reinforcing rod to slide into the outside of another reinforcing rod. Then, the two reinforcing rods are fixed together again using fixing screws, which further improves the stability of the entire building. Attached Figure Description

[0025] Figure 1 This is a three-dimensional schematic diagram of a wind-resistant and stable support structure for high-rise buildings proposed in this utility model.

[0026] Figure 2 This is a schematic diagram of the transmission rod of a wind-resistant and stable support structure for high-rise buildings proposed in this utility model;

[0027] Figure 3 for Figure 2 Enlarged view of point A in the middle;

[0028] Figure 4 for Figure 2 Enlarged view of point B in the middle.

[0029] Legend:

[0030] 1. Load-bearing column; 2. Support plate; 3. Crossbeam; 4. Sliding block; 5. Connecting block; 6. Fixing plate one; 7. Fixing shaft; 8. Transmission rod; 9. Sliding rod; 10. Inlet / outlet one; 11. Slide groove one; 12. Fixing plate two; 13. Reinforcing rod one; 14. Reinforcing rod two; 15. Fixing screw; 16. Inlet / outlet two; 17. Slide groove two. Detailed Implementation

[0031] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0032] Reference Figures 1 to 3This utility model provides an embodiment of a wind-resistant and stable support structure for high-rise buildings, including a load-bearing column 1. The load-bearing column 1 is the main vertical force-bearing component of the entire support structure, bearing the gravity and wind load from the building structure above. It is a key basic component to ensure the stability of the building. The load-bearing column 1 is externally fixedly connected to a support plate 2. A crossbeam 3 is slidably connected to the top of the support plate 2. The support plate 2 can provide a stable installation platform for components such as the crossbeam 3 and share part of the force of the load-bearing column 1, enhancing the connection stability of the overall structure. The crossbeam 3 is an important horizontal force-bearing component, which can effectively transmit and disperse horizontal forces such as wind load, while providing space for the installation and sliding of components such as the sliding rod 9. The sliding rod 9 is slidably connected inside the crossbeam 3. The sliding of the sliding rod 9 inside the crossbeam 3 can realize the adjustment of its extension length, thereby changing the mechanical properties of the entire support structure to adapt to different wind load conditions.

[0033] Two transmission rods 8 are rotatably connected to the top of the sliding rod 9. The transmission rods 8 can flexibly adjust their angles through the rotatable connection with the sliding rod 9. Under wind load, they can effectively transfer horizontal force to structural components such as the load-bearing column 1, thereby improving the structure's wind resistance. The load-bearing column 1 is slidably connected to a sliding block 4. The sliding block 4 can slide up and down inside the load-bearing column 1. Through cooperation with components such as the connecting block 5, the entire support structure can be adjusted to meet the stability requirements under different working conditions. The front end of the sliding block 4 is fixedly connected to a connecting block 5. The connecting block 5 serves to connect the sliding block 4 and the fixed plate 6, ensuring effective force transmission and making the entire structure more stable. The front end of the connecting block 5 is fixedly connected to a fixed plate 6. The fixed plate 6 is used to fix the relative position between the connecting block 5 and the load-bearing column 1. After adjusting the position of the sliding block 4 and the sliding rod 9, the fixed plate 6 is fixed to the load-bearing column 1 with bolts, which can enhance the stability of the entire support structure.

[0034] A fixed shaft 7 is fixedly connected to the front end of the fixed plate 6. The fixed shaft 7 provides the rotation axis for the transmission rod 8, allowing the transmission rod 8 to rotate flexibly. A reinforcing component is installed on the outside of the load-bearing column 1. This component further improves the stability of the entire support structure and effectively resists the impact of strong winds on the building. An inlet / outlet 10 is provided at the top of the load-bearing column 1, providing a channel for the sliding block 4 to enter and exit, facilitating the installation and position adjustment of the sliding block 4 by engineers. The external sliding connection of the sliding block 4 is slidably connected to the inside of the inlet / outlet 10. This design ensures the smoothness and stability of the sliding block 4 within the load-bearing column 1. A sliding groove 11 is provided inside the load-bearing column 1. The sliding groove 11 provides guidance and limitation for the sliding block 4, ensuring that the sliding block 4 can slide along a predetermined direction and guaranteeing the stability of the structure.

[0035] The crossbeam 3 has a sliding groove 17 inside, which provides guidance and limit for the sliding rod 9, allowing the sliding rod 9 to slide stably within the crossbeam 3 and adjust the supporting structure. The crossbeam 3 has an inlet / outlet 16 on the outside, which provides a channel for the sliding rod 9 to enter and exit, facilitating the installation and position adjustment of the sliding rod 9 by engineers. The external sliding connection of the sliding rod 9 is inside the inlet / outlet 16. This connection method ensures the smoothness and stability of the sliding rod 9 within the crossbeam 3.

[0036] Reference Figure 1 , Figure 2 and Figure 4 The reinforcement component includes a second fixing plate 12, which can slide outside the load-bearing column 1. The external sliding connection of the second fixing plate 12 to the outside of the load-bearing column 1 allows the second fixing plate 12 to be adjusted in position according to actual needs to achieve the best reinforcement effect. The top of the support plate 2 is fixedly connected to a second reinforcement rod 14, which is part of the reinforcement component and can cooperate with the first reinforcement rod 13 to enhance the wind resistance of the entire structure. The bottom of the second fixing plate 12 is fixedly connected to the first reinforcement rod 13. The first reinforcement rod 13 and the second reinforcement rod 14 cooperate with each other to effectively share and transmit horizontal forces under wind load, thereby improving the stability of the structure. The internal thread of the first reinforcement rod 13 is connected to a fixing screw 15, which is used to firmly connect the first reinforcement rod 13 and the second reinforcement rod 14 together to prevent loosening under external forces such as wind load, thus ensuring the effectiveness of the reinforcement component. The external sliding connection of the first reinforcing rod 13 is to the external of the second reinforcing rod 14. This sliding connection method makes it convenient for engineers to assemble and adjust the first reinforcing rod 13 and the second reinforcing rod 14 to adapt to different building structure requirements.

[0037] The external thread of the fixing screw 15 is connected to the inside of the reinforcing rod 14, ensuring that the fixing screw 15 can firmly fix the reinforcing rod 13 and the reinforcing rod 14, enhancing the stability of the entire reinforcement assembly. The external sliding connection of the fixing plate 6 is to the outside of the load-bearing column 1, allowing the fixing plate 6 to be adjusted on the load-bearing column 1, facilitating the optimization and fixation of the support structure by engineers according to the actual situation. The bottom end of the fixing plate 12 contacts the top end of the crossbeam 3, and this contact method can effectively transmit the force on the fixing plate 12. The transmission rods 8 are connected to the outside of the fixed shaft 7, which enhances the connection strength of the entire structure. The internal rotation of the two transmission rods 8 is connected to the outside of the fixed shaft 7, ensuring that the transmission rods 8 can rotate flexibly around the fixed shaft 7, thereby realizing the adjustment of the support angle to adapt to different wind load conditions. The outside of the crossbeam 3 is in contact with the outside of the reinforcing rod 14, so that the crossbeam 3 and the reinforcing rod 14 can transfer force to each other, further enhancing the stability of the entire support structure.

[0038] Working principle: When engineers need to construct a high-rise building, they can place the support plate 2 on top of the support plate 1 and fix it to the load-bearing column 1 with bolts. After fixing, the sliding rod 9 and the sliding block 4 can be slid into the beam 3 and the load-bearing column 1 through the inlet / outlet 16 and the inlet / outlet 10 respectively. Then, the engineers can control the sliding rod 9 and the sliding block 4 to slide inside the beam 3 and the load-bearing column 1 respectively, thereby adjusting the support angle of the transmission rod 8. After adjustment, the fixing plate 6 can be fixed to the load-bearing column 1 with bolts, and then the sliding rod 9 can be fixed to the beam 3 with bolts. This improves the diagonal support force of the building, enhances the overall stability, and effectively reduces the impact of strong winds on the building. The quick sliding assembly and fixing improves the convenience of assembling and disassembling the entire support structure, increases work efficiency, and allows the support angle of the transmission rod 8 to be adjusted as needed to meet different support scenarios.

[0039] After the operator has fixed the positions of the crossbeam 3, the load-bearing column 1 and the transmission rod 8, the operator can slide the fixing plate 2 12 to make the reinforcing rod 1 13 slide into the outside of the reinforcing rod 2 14. At this time, the reinforcing rod 1 13 and the reinforcing rod 2 14 can be fixed together again by the fixing screw 15, which further improves the stability of the entire building.

[0040] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A wind resistant bracing structure for high-rise buildings comprising load bearing columns (1) characterised in that: The outside of the load-bearing column (1) is fixedly connected with a supporting plate (2), the top end of the supporting plate (2) is slidably connected with a cross beam (3), the inside of the cross beam (3) is slidably connected with a sliding rod (9), the top end of the sliding rod (9) is rotatably connected with two transmission rods (8), the inside of the load-bearing column (1) is slidably connected with a sliding block (4), the front end of the sliding block (4) is fixedly connected with a connecting block (5), the front end of the connecting block (5) is fixedly connected with a fixed plate (6), the front end of the fixed plate (6) is fixedly connected with a fixed shaft (7), and the outside of the load-bearing column (1) is provided with a reinforcing assembly.

2. The wind resistant bracing structure for high-rise buildings according to claim 1, wherein: The top end of the load-bearing column (1) is provided with an inlet and outlet (10), and the outside of the sliding block (4) is slidably connected in the inside of the inlet and outlet (10).

3. The wind resistant bracing structure for high-rise buildings according to claim 1, wherein: The inside of the load-bearing column (1) is provided with a sliding groove (11), and the inside of the cross beam (3) is provided with a sliding groove (17).

4. The wind resistant bracing structure for high-rise buildings according to claim 1, wherein: The outside of the cross beam (3) is provided with an inlet and outlet (16), and the outside of the sliding rod (9) is slidably connected in the inside of the inlet and outlet (16).

5. The wind resistant bracing structure for high-rise buildings according to claim 1, wherein: The reinforcing assembly comprises a fixed plate (12), the outside of the fixed plate (12) is slidably connected in the outside of the load-bearing column (1), the top end of the supporting plate (2) is fixedly connected with a reinforcing rod (14), the bottom end of the fixed plate (12) is fixedly connected with a reinforcing rod (13), and the inside of the reinforcing rod (13) is threadedly connected with a fixed screw (15).

6. The wind resistant bracing structure for high-rise buildings according to claim 5, wherein: The outside of the reinforcing rod (13) is slidably connected in the outside of the reinforcing rod (14), and the outside of the fixed screw (15) is threadedly connected in the inside of the reinforcing rod (14).

7. The wind resistant bracing structure for high-rise buildings according to claim 6, wherein: The outside of the fixed plate (6) is slidably connected in the outside of the load-bearing column (1), and the bottom end of the fixed plate (12) is in contact with the top end of the cross beam (3).

8. The wind resistant bracing structure for high-rise buildings according to claim 7, wherein: The inside of the two transmission rods (8) is rotatably connected in the outside of the fixed shaft (7), and the outside of the cross beam (3) is in contact with the outside of the reinforcing rod (14).

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