Novel concrete shear wall structure

Abstract

The utility model relates to the technical field of constructional engineering, and discloses a novel concrete shear wall structure which comprises a wall body, a protective layer is arranged on the outer wall of the wall body, a positioning block is arranged on the outer wall of the wall body, a reinforcing plate is welded in the wall body, a friction plate is welded on the inner wall of the wall body, and the friction plate is arranged on the inner wall of the wall body. A bearing plate used for preventing inclination is connected to the bottom of the wall body in a clamped mode, and a limiting piece is arranged on the top of the bearing plate. According to the novel concrete shear wall structure, the wall bodies, the protective layers, the positioning blocks, the reinforcing plates and the friction plates are arranged in a matched mode, the whole device can be firmer, the outer walls of the wall bodies are protected through the protective layers, long-term abrasion and collision are effectively reduced, the durability of the wall bodies is improved, and when the wall bodies on the two sides are spliced and fixed, the whole device is more stable. The positioning block is used for positioning on the outer wall, the resistance of the butt joint position is improved, the device is more integrated, the reinforcing plate and the friction plate are welded in the wall body, and an operator can conveniently pour slurry into the wall body.

Description

Technical Field

[0001] The utility model relates to the technical field of construction engineering, in particular to a novel concrete shear wall structure. Background Art

[0002] In the field of construction, concrete shear wall structure is an important load-bearing and lateral force resisting component. However, existing concrete shear wall structures have some problems during use. For example, the outer wall of the wall is easily subject to wear and collision, which reduces the durability of the wall. When the wall is spliced, the fixation of the docking position is not firm enough, which affects the integrity of the structure. The structural design inside the wall is unreasonable, and gaps are prone to appear, which reduces the strength and stability of the wall. The support at the bottom of the wall is not stable enough, and it is easy to tilt during use. Therefore, a new type of concrete shear wall structure is needed to solve these problems.

[0003] However, the existing technology has the following problems when it is actually used:

[0004] In the overall installation, the internal structural design of the wall may be unreasonable, which may easily lead to gaps and reduce the strength and stability of the wall. The docking position is not fixed firmly enough when the wall is spliced, affecting the integrity of the structure. The support at the bottom of the wall is not stable enough and it is easy to tilt during use. Utility Model Content

[0005] (1) Technical problems solved

[0006] In order to overcome the above-mentioned defects of the prior art, the present invention provides a new concrete shear wall structure, which solves the problems in the prior art:

[0007] In the overall installation, the internal structural design of the wall may be unreasonable, which may easily lead to gaps and reduce the strength and stability of the wall. The docking position is not fixed firmly enough when the wall is spliced, affecting the integrity of the structure. The support at the bottom of the wall is not stable enough, which may easily cause tilting during use.

[0008] (2) Technical solution

[0009] To achieve the above objectives, the present invention is implemented through the following technical solutions: a new type of concrete shear wall structure, including a wall body, the outer wall of the wall body is provided with a protective layer, the outer wall of the wall body is provided with a positioning block, the inside of the wall body is welded with a reinforcement plate, the inner wall of the wall body is welded with a friction plate, the bottom of the wall body is clamped with a bearing plate for preventing tilting, and the top of the bearing plate is provided with a limit piece.

[0010] Furthermore, a slot is provided on one side of the wall, and a protrusion is fixedly installed on the other side of the wall.

[0011] Furthermore, a through pin is fixedly installed on the outer wall of the protective layer, and the through pin passes through the interior of the protective layer and is fixedly installed on the outer wall of the wall.

[0012] Furthermore, a threaded ring is fixedly installed on the outer wall of the positioning block, one side of the threaded ring is fixedly installed on the outer wall of the wall, and a fixing plate is fixedly installed inside the positioning block.

[0013] Furthermore, a steel bar is fixedly installed inside the reinforcement plate, and a steel mesh is welded to the outer wall of the reinforcement plate.

[0014] Furthermore, the inner wall of the friction plate is clamped with the inner part of the reinforcement rod, and the inner thread of the friction plate is connected to the threaded rod.

[0015] Furthermore, a groove is provided inside the supporting plate, and a threaded hole is provided on the top of the supporting plate.

[0016] Furthermore, the internal thread of the limiting member is connected to a bolt, and the bottom of the bolt is connected to the internal thread of the threaded hole.

[0017] (3) Beneficial effects

[0018] The utility model provides a new concrete shear wall structure, which has the following beneficial effects:

[0019] This new concrete shear wall structure can make the entire device more solid through the coordinated arrangement of the wall, protective layer, positioning block, reinforcement plate and friction plate. The protective layer protects the outer wall of the wall, effectively reducing long-term wear and collision, and increasing the durability of the wall itself. When the walls on both sides are spliced ​​and fixed, the positioning blocks are positioned on the outer wall to increase the resistance of the docking position, making the device more integrated. By welding the reinforcement plate and the friction plate inside the wall, it is convenient for operators to inject mud into the interior, increase the contact area between components, and reduce residual gaps inside. By coordinating the bearing plate and the limiter, the friction force at the bottom of the wall is increased, which can adapt to more areas and avoid tilting to one side during the support process, making the device more stable. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 This is a schematic diagram of the structure of the utility model;

[0021] Figure 2 This is a schematic diagram of the wall structure of the utility model;

[0022] Figure 3 This is a schematic diagram of the reinforcement plate structure of the utility model;

[0023] Figure 4 This is a schematic diagram of the explosion structure of the load-bearing plate of the utility model;

[0024] Figure 5 This is a schematic diagram of the explosion structure of the friction plate of the utility model;

[0025] Figure 6 This is a schematic diagram of the positioning block structure of the utility model.

[0026] In the figure: 1. Wall; 2. Protective layer; 3. Positioning block; 4. Reinforcement plate; 5. Friction plate; 6. Load-bearing plate; 7. Limiting piece; 8. Slot; 9. Protrusion; 10. Through pin; 11. Threaded ring; 12. Fixing plate; 13. Reinforcement rod; 14. Reinforcement mesh; 15. Threaded rod; 16. Groove; 17. Threaded hole; 18. Bolt. DETAILED DESCRIPTION

[0027] The following is a clear and complete description of the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present invention.

[0028] See also Figures 1 to 6 The embodiment of the present invention provides a new concrete shear wall structure, which is applied to construction engineering scenarios. In this embodiment, the structure of the new concrete shear wall is improved to give it the advantage of stability.

[0029] Example 1:

[0030] See also Figure 1 、 Figure 2 and Figure 6 The utility model provides a technical solution: a new type of concrete shear wall structure, including a wall 1, the outer wall of the wall 1 is provided with a protective layer 2, the outer wall of the wall 1 is provided with a positioning block 3, a card slot 8 is opened on one side of the wall 1, and a protrusion 9 is fixedly installed on the other side of the wall 1, the outer wall of the protective layer 2 is fixedly installed with a through pin 10, the through pin 10 passes through the inside of the protective layer 2 and is fixedly installed with the outer wall of the wall 1, the outer wall of the positioning block 3 is fixedly installed with a threaded ring 11, one side of the threaded ring 11 is fixedly installed with the outer wall of the wall 1, and the interior of the positioning block 3 is fixedly installed with a fixing plate 12, so When multiple walls 1 are spliced, the protrusions 9 of adjacent walls 1 can be inserted into the card slots 8 to achieve quick positioning and connection, improve construction efficiency, and enhance the integrity of the wall 1 structure. The through pin 10 can enhance the connection strength between the protective layer 2 and the wall 1, preventing the protective layer 2 from falling off during long-term use, ensuring effective protection of the wall 1. The threaded ring 11 can increase the connection firmness between the positioning block 3 and the wall 1, and the fixing plate 12 further enhances the structural strength of the positioning block 3, which can better play the role of positioning and increasing resistance when the walls 1 on both sides are spliced.

[0031] Example 2:

[0032] See also Figure 1 、 Figure 3 and Figure 5 In order to increase the contact area of ​​the internal components of the device and make the whole device more solid, a device reinforcement plate 4 and a friction plate 5 are provided;

[0033] A reinforcement plate 4 is welded to the inside of the wall 1, a friction plate 5 is welded to the inner wall of the wall 1, a steel bar 13 is fixedly installed inside the reinforcement plate 4, a steel mesh 14 is welded to the outer wall of the reinforcement plate 4, the inner wall of the friction plate 5 is clamped with the inside of the steel bar 13, and the internal thread of the friction plate 5 is connected with the threaded rod 15. Therefore, through the arrangement of the steel bar 13 and the steel mesh 14, the strength of the reinforcement plate 4 is greatly improved, thereby enhancing the overall bearing capacity and seismic performance of the wall 1. The clamping of the friction plate 5 and the steel bar 13 and the connection of the threaded rod 15 make the connection between the friction plate 5 and the reinforcement plate 4 more stable, and also facilitate installation and adjustment during construction.

[0034] Example 3:

[0035] See also Figure 4 In order to effectively support and fix the bottom of the device and prevent it from tilting to one side, a device carrying plate 6 and a limiter 7 are provided;

[0036] The bottom of the wall 1 is clamped with a supporting plate 6 for preventing tilting, and a limit piece 7 is provided on the top of the supporting plate 6. A groove 16 is provided inside the supporting plate 6, and a threaded hole 17 is provided on the top of the supporting plate 6. The internal thread of the limiting piece 7 is connected with a bolt 18, and the bottom of the bolt 18 is connected to the internal thread of the threaded hole 17. Therefore, the contact area between the supporting plate 6 and the ground can be increased through the groove 16, thereby improving the stability of the wall 1. The threaded connection of the bolt 18 to the threaded hole 17 can make the limit piece 7 firmly fixed on the supporting plate 6, thereby increasing the friction at the bottom of the wall 1 and preventing the wall 1 from tilting to one side during the support process.

[0037] In the present invention, the working steps of the device are as follows:

[0038] When the support frame 1 is in the upright position, the support frame 1 is tightened, and the support frame 1 is tightened. When the support frame 1 is in the upright position, the support frame 1 is tightened, and the support frame 1 is tightened. When the support frame 1 is in the upright position, the support frame 1 is tightened, and the support frame 1 is tightened. When the support frame 1 is in the upright position, the support frame 1 is tightened, and the support frame 1 is tightened.

[0039] Although the embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations may be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A novel concrete shear wall structure, comprising a wall (1), characterized in that: The outer wall of the wall (1) is provided with a protective layer (2), the outer wall of the wall (1) is provided with a positioning block (3), the interior of the wall (1) is welded with a reinforcement plate (4), the inner wall of the wall (1) is welded with a friction plate (5), the bottom of the wall (1) is clamped with a bearing plate (6) for preventing tilting, and the top of the bearing plate (6) is provided with a limit piece (7).

2. A novel concrete shear wall structure according to claim 1, characterized in that: A slot (8) is provided on one side of the wall (1), and a protrusion (9) is fixedly installed on the other side of the wall (1).

3. The novel concrete shear wall structure according to claim 1, characterized in that: A through-pin (10) is fixedly installed on the outer wall of the protective layer (2); the through-pin (10) passes through the interior of the protective layer (2) and is fixedly installed on the outer wall of the wall (1).

4. The novel concrete shear wall structure according to claim 1, characterized in that: A threaded ring (11) is fixedly mounted on the outer wall of the positioning block (3), one side of the threaded ring (11) is fixedly mounted on the outer wall of the wall (1), and a fixing plate (12) is fixedly mounted inside the positioning block (3).

5. The novel concrete shear wall structure according to claim 1 is characterized in that: A steel bar (13) is fixedly installed inside the reinforcing plate (4), and a steel mesh (14) is welded to the outer wall of the reinforcing plate (4).

6. The novel concrete shear wall structure according to claim 5, characterized in that: The inner wall of the friction plate (5) is clamped with the interior of the reinforcement rod (13), and the inner thread of the friction plate (5) is connected to the threaded rod (15).

7. The novel concrete shear wall structure according to claim 1, characterized in that: A groove (16) is provided inside the supporting plate (6), and a threaded hole (17) is provided on the top of the supporting plate (6).

8. The novel concrete shear wall structure according to claim 7, characterized in that: The internal thread of the limiting member (7) is connected to a bolt (18), and the bottom of the bolt (18) is connected to the internal thread of the threaded hole (17).

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