Vertical wall cantilever beam structure

By setting up leg reinforcement, inner frame and fixing mechanism in the cantilever beam structure, the complex problems of the stability and fixing method of the cantilever beam structure are solved, the stability of the structure and the simplicity of installation are achieved, and the integrity and seismic resistance of the building are improved.

CN223151329UActive Publication Date: 2025-07-25YUNNAN HAOJING SECURITY TECHNOLOGY DEVELOPMENT CO LTD
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Patent Information

Application Number
CN202422454382.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-11
Publication Date
2025-07-25
Estimated Expiration
2034-10-11

AI Technical Summary

Technical Problem

The stability of the cantilever beam structure in high-rise buildings or large-span buildings is difficult to guarantee, and the traditional fixing method is complex, time-consuming, and the connection is not firm, which poses safety risks.

Method used

The hanging beam and the wall are equipped with a leg reinforcement and an inner frame. The structural stability is enhanced by first- and second-level straight reinforcement and down-bent steel bars, and the fixing mechanism is combined to improve the connection firmness, including the combination of fixing cylinder, screw, nut and fixing block.

Benefits of technology

It improves the stability and load-bearing capacity of the cantilever beam, simplifies the installation process, enhances the integrity and seismic resistance of the structure, and avoids safety hazards caused by insolid connections.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a vertical wall cantilever beam structure, and relates to the technical field of cantilever beam structures. The wall comprises a wall body, a suspension beam is fixedly arranged on one side of the wall body, a steel beam is jointly arranged on one side of the wall body and the lower end of the suspension beam, a plurality of fixing mechanisms are arranged on one side and the upper end of the steel beam, two foot ribs are jointly arranged in the suspension beam and the wall body, a plurality of inner frames are jointly and fixedly arranged on the outer surfaces of the two foot ribs, and the inner frames are fixedly arranged on the outer surfaces of the two foot ribs. Two first-level straight ribs are jointly arranged in the cantilever beam and the wall body, one end of each first-level straight rib is fixedly provided with a first-level downward-bending reinforcing steel bar, the stability and the bearing capacity of the cantilever beam are guaranteed through the second-level downward-bending reinforcing steel bars and the first-level downward-bending reinforcing steel bars, structural deformation or damage is effectively prevented, and the cantilever beam is fixed through the fixing mechanism. The friction force with materials such as concrete can be increased, and the fixing effect is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of cantilever beam structures, and particularly relates to a vertical wall cantilever beam structure. Background Technique

[0002] The vertical wall cantilever beam structure is a common and important component layout method in building structures, especially more common in high-rise buildings, large-span buildings or scenarios that require special cantilever designs. Specifically, the vertical wall cantilever beam structure refers to a beam structure with one end fixed to the vertical wall and the other end cantilevered outwards. The design of this structure allows the building to extend outwards based on the vertical wall, forming cantilevered platforms, balconies, canopies or other functional areas, thus enriching the spatial form and usage function of the building.

[0003] However, the following problems still exist in the prior art:

[0004] Firstly, in the traditional vertical wall cantilever beam structure, the stability of the cantilever beam is often difficult to guarantee, and structural deformation or damage is likely to occur, especially when bearing large loads. This is mainly due to the lack of sufficient internal support and unreasonable steel bar arrangement.

[0005] Secondly, during the installation process of the vertical wall cantilever beam structure, the selection of the fixing method and the firmness of the connection part are key factors. Traditional fixing methods may have problems such as complex installation, long time consumption, and insecure connection, which are likely to lead to potential safety hazards.

[0006] In view of the above problems, the inventor proposes a vertical wall cantilever beam structure to solve the above problems. Content of the Utility Model

[0007] In order to solve the problems that the stability of the cantilever beam is often difficult to guarantee and the fixing method may be complex in installation, time-consuming, and insecure in connection; the purpose of the utility model is to provide a vertical wall cantilever beam structure.

[0008] To solve the above technical problems, the utility model adopts the following technical scheme: a vertical wall cantilever beam structure, including a wall, a cantilever beam is fixedly arranged on one side of the wall, a steel beam is jointly arranged on one side of the wall and the lower end of the cantilever beam, a plurality of fixing mechanisms are arranged on one side and the upper end of the steel beam, two foot steel bars are jointly arranged inside the cantilever beam and the wall, a plurality of inner frames are fixedly arranged on the outer surfaces of the two foot steel bars, two first-level straight steel bars are jointly arranged inside the cantilever beam and the wall, one end of each of the two first-level straight steel bars is fixedly provided with a first-level downward-bent steel bar, two second-level straight steel bars are jointly arranged inside the cantilever beam and the wall, and one end of each of the two second-level straight steel bars is fixedly provided with a second-level downward-bent steel bar.

[0009] Preferably, the fixing mechanism includes a fixing cylinder, the outer surface of the fixing cylinder is fixedly provided with a plurality of anti-slip lines, the outer surface of the fixing cylinder is provided with a plurality of expansion grooves, a screw rod is arranged inside the fixing cylinder, a nut is threadedly sleeved on the outer surface of the screw rod, one end of the screw rod is fixedly provided with a fixing rod, and one end of the fixing rod is fixedly provided with a fixing block.

[0010] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0011] 1. Through the secondary downward-bent steel bars and the primary downward-bent steel bars, the present utility model ensures the stability and load-bearing capacity of the cantilever beam, effectively prevents structural deformation or damage. At the same time, the layout of the stirrups, inner frames and other structures inside the cantilever beam and the wall further improves the integrity and seismic performance of the structure.

[0012] 2. Through the fixing mechanism, the present utility model helps to increase the friction with materials such as concrete, improves the fixing effect, makes the installation process more simple and fast, and at the same time ensures the firmness and stability of the connection part, avoiding potential safety hazards caused by insecure connection. Description of the Drawings

[0013] In order to more clearly illustrate the technical solutions in the embodiments of the present utility model or the prior art, the following will briefly introduce the drawings required for use in the description of the embodiments or the prior art. Obviously, the following drawings are only some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.

[0014] Figure 1 It is a schematic structural diagram of the present utility model.

[0015] Figure 2 It is a partial structural sectional view of the present utility model.

[0016] Figure 3 It is a structural sectional view of the fixing mechanism of the present utility model.

[0017] In the figure: 1. Wall; 2. Cantilever beam; 3. Fixing mechanism; 4. Steel beam; 20. Stirrup; 21. Inner frame; 22. Primary straight bar; 23. Secondary straight bar; 24. Secondary downward-bent steel bar; 25. Primary downward-bent steel bar; 26. Reinforcing bar; 30. Fixing cylinder; 31. Wear-resistant rubber ring; 32. Nut; 33. Screw rod; 34. Anti-slip line; 35. Expansion groove; 36. Fixing block; 37. Fixing rod. Detailed Embodiment

[0018] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.

[0019] Embodiment: As Figures 1-3 shown, the present utility model provides a cantilever beam structure for a vertical wall, including a wall 1. A cantilever beam 2 is fixedly provided on one side of the wall 1. A steel beam 4 is jointly provided on one side of the wall 1 and the lower end of the cantilever beam 2. A plurality of fixing mechanisms 3 are provided on one side and the upper end of the steel beam 4. Two stirrups 20 are jointly provided inside the cantilever beam 2 and the wall 1. A plurality of inner frames 21 are fixedly provided on the outer surfaces of the two stirrups 20. Two primary straight bars 22 are jointly provided inside the cantilever beam 2 and the wall 1. One end of each of the two primary straight bars 22 is fixedly provided with a primary downward-bent bar 25. Two secondary straight bars 23 are jointly provided inside the cantilever beam 2 and the wall 1. One end of each of the two secondary straight bars 23 is fixedly provided with a secondary downward-bent bar 24. After the cantilever beam 2 is poured on one side of the wall 1, the stirrups 20 and the inner frames 21 provided inside the cantilever beam 2 and the wall 1 jointly form a stable force-bearing skeleton. Among them, the stirrups 20 enhance the overall stability of the structure. The primary straight bars 22 and the secondary straight bars 23 respectively achieve effective transmission and dispersion of force through the primary downward-bent bars 25 and the secondary downward-bent bars 24, improving the load-bearing capacity and anti-deformation ability of the cantilever beam. The setting of the inner frames 21 further strengthens the connection between the cantilever beam 2 and the wall 1, enhancing the overall rigidity and seismic performance of the structure.

[0020] Eight fixing mechanisms 3 are provided, and every four fixing mechanisms 3 are respectively arranged in a rectangular array on one side and the upper end of the steel beam 4. Eleven inner frames 21 are provided, and the eleven inner frames 21 are linearly arranged on the outer surfaces of the two stirrups 20. Two reinforcing bars 26 are fixedly provided on the inner surfaces of the plurality of inner frames 21. The fixing mechanisms 3 being arranged in a rectangular array can effectively improve the stability of the steel beam 4 on one side of the wall 1 and the lower end of the cantilever beam 2. The linear arrangement of the inner frames 21 enhances the overall rigidity and seismic performance of the structure. The reinforcing bars 36 on the inner frames 21 further improve the stability of the structure.

[0021] The fixing mechanism 3 includes a fixing cylinder 30. A plurality of anti-slip lines 34 are fixedly arranged on the outer surface of the fixing cylinder 30. A plurality of expansion grooves 35 are formed in the outer surface of the fixing cylinder 30. A screw rod 33 is arranged inside the fixing cylinder 30. A nut 32 is threadedly sleeved on the outer surface of the screw rod 33. One end of the screw rod 33 is fixedly provided with a fixing rod 37. One end of the fixing rod 37 is fixedly provided with a fixing block 36. Through the fixing mechanism 3, the fixing cylinder 30 is nailed into the reserved holes in the wall body 1 and the cantilever beam 2. Then, the nut 32 is rotated, so that the nut 32 can drive the screw rod 33 to move inside the fixing cylinder 30, thereby enabling the fixing cylinder 30 to drive the fixing block 36 to move through the fixing rod 37. When the fixing block 36 moves to one end of the fixing cylinder 30, the inner end of the fixing cylinder 30 can be internally supported through the expansion grooves 35, and the fixing cylinder 30 can be fixed in the reserved holes in cooperation with the anti-slip lines 34.

[0022] There are five anti-slip lines 34, and the five anti-slip lines 34 are evenly distributed on the outer surface of the fixing cylinder 30 at equal intervals. There are four expansion grooves 35, and the four expansion grooves 35 are annularly distributed on the outer surface of the fixing cylinder 30. A wear-resistant rubber ring 31 that is slidably sleeved on the outer surface of the screw rod 33 and is used in cooperation with the fixing cylinder 30 and the nut 32. The equal-spacing distribution of the anti-slip lines 34 can effectively increase the friction coefficient with the inner wall of the reserved hole. The annular distribution of the expansion grooves 35 can make the force more uniform. The nut 32 can prevent the fixing cylinder 30 from being worn through the wear-resistant rubber ring 31.

[0023] Working principle: After the cantilever beam 2 is poured on one side of the wall body 1, the stirrups 20 and the internal formwork 21 arranged inside the cantilever beam 2 and the wall body 1 together form a stable force-bearing skeleton. Among them, the stirrups 20 enhance the overall stability of the structure. The primary straight bars 22 and the secondary straight bars 23 respectively realize the effective transmission and dispersion of force through the primary downward-bent steel bars 25 and the secondary downward-bent steel bars 24, improving the load-bearing capacity and anti-deformation ability of the cantilever beam. The setting of the internal formwork 21 further strengthens the connection between the cantilever beam 2 and the wall body 1, enhancing the overall rigidity and seismic performance of the structure;

[0024] The fixing mechanisms 3 are respectively distributed in a rectangular array, which can effectively improve the stability of the steel beam 4 on one side of the wall body 1 and the lower end of the cantilever beam 2. The internal formwork 21 is linearly distributed, enhancing the overall rigidity and seismic performance of the structure. The reinforcing bars 36 on the internal formwork 21 further improve the stability of the structure;

[0025] Through the fixing mechanism 3, the fixing cylinder 30 is nailed into the reserved holes on the wall body 1 and the cantilever beam 2. Then, the nut 32 is turned, so that the nut 32 can drive the screw rod 33 to move in the fixing cylinder 30, thereby enabling the fixing cylinder 30 to drive the fixing block 36 to move through the fixing rod 37. When the fixing block 36 moves to one end of the fixing cylinder 30, the inner end of the fixing cylinder 30 can be supported through the expansion groove 35, and the fixing cylinder 30 can be fixed in the reserved hole in cooperation with the anti-slip pattern 34;

[0026] The anti-slip patterns 34 are evenly distributed at equal intervals, which can effectively increase the friction coefficient with the inner wall of the reserved hole. The expansion grooves 35 are annularly distributed, which can make the force more uniform. The nut 32 can prevent the fixing cylinder 30 from being worn through the wear-resistant rubber ring 31.

[0027] Obviously, those skilled in the art can make various changes and modifications to the present utility model without departing from the spirit and scope of the present utility model. Thus, if these modifications and variations of the present utility model fall within the scope of the claims of the present utility model and their equivalent technologies, the present utility model also intends to include these modifications and variations.

Claims

1. A cantilever beam structure for a vertical wall, comprising a wall body (1), characterized in that: On one side of the wall (1), a cantilever beam (2) is fixedly provided. On one side of the wall (1) and the lower end of the cantilever beam (2), a steel beam (4) is jointly provided. On one side and the upper end of the steel beam (4), a plurality of fixing mechanisms (3) are provided. Inside the cantilever beam (2) and the wall (1), two stirrups (20) are jointly provided. On the outer surfaces of the two stirrups (20), a plurality of inner frames (21) are fixedly provided. Inside the cantilever beam (2) and the wall (1), two primary straight bars (22) are jointly provided. At one end of each of the two primary straight bars (22), a primary downward bent bar (25) is fixedly provided. Inside the cantilever beam (2) and the wall (1), two secondary straight bars (23) are jointly provided. At one end of each of the two secondary straight bars (23), a secondary downward bent bar (24) is fixedly provided.

2. The cantilever beam structure of a vertical wall according to claim 1, wherein The fixing mechanism (3) includes a fixing cylinder (30). On the outer surface of the fixing cylinder (30), a plurality of anti-slip grooves (34) are fixedly provided. On the outer surface of the fixing cylinder (30), a plurality of expansion grooves (35) are formed. Inside the fixing cylinder (30), a screw rod (33) is provided. A nut (32) is threadedly sleeved on the outer surface of the screw rod (33). At one end of the screw rod (33), a fixing rod (37) is fixedly provided. At one end of the fixing rod (37), a fixing block (36) is fixedly provided.

3. The cantilever beam structure of a vertical wall according to claim 1, characterized in that, There are eight fixing mechanisms (3), and every four fixing mechanisms (3) are respectively arranged in a rectangular array on one side and the upper end of the steel beam (4).

4. A cantilever beam structure for a vertical wall according to claim 1, characterized in that, There are eleven inner frames (21), and the eleven inner frames (21) are linearly arranged on the outer surfaces of the two stirrups (20).

5. A cantilever beam structure for a vertical wall as described in claim 1, characterized in that, On the inner surfaces of the plurality of inner frames (21), two reinforcing bars (26) are fixedly provided.

6. The cantilever beam structure of a vertical wall according to claim 2, wherein, There are five anti-slip grooves (34), and the five anti-slip grooves (34) are equally spaced on the outer surface of the fixing cylinder (30).

7. The cantilever beam structure of a vertical wall according to claim 2, wherein There are four expansion grooves (35), and the four expansion grooves (35) are annularly arranged on the outer surface of the fixing cylinder (30).

8. The cantilever beam structure of a vertical wall according to claim 2, wherein, A wear-resistant rubber ring (31) that is slidably sleeved on the outer surface of the screw rod (33) and is used in cooperation with the fixing cylinder (30) and the nut (32) is provided.