High-strength aerated concrete panel

Abstract

This invention discloses a high-strength aerated concrete panel, relating to the field of concrete panel technology. It includes a panel, a mesh assembly, and reinforcing components. The panel has grooves on both ends. At least one set of mesh assemblies is fixed inside the panel, located in the middle. Multiple sets of reinforcing components are sleeved on the mesh assemblies, and these reinforcing components are arranged at an angle. This invention, through the mesh assembly and reinforcing components, not only strengthens the panel but also improves its impact resistance and shock absorption, significantly enhancing its safety.

Description

Technical Field

[0001] This invention relates to the field of concrete slab technology, specifically a high-strength aerated concrete slab. Background Technology

[0002] Autoclaved aerated concrete (AAC) panels are a lightweight, porous, new type of green and environmentally friendly building material made primarily of cement, lime, and silica sand, with varying amounts of corrosion-resistant steel mesh added according to structural requirements.

[0003] The existing concrete slab mesh is made of welded steel bars. The welding is done on the same side, which leads to inconsistent strength on both sides of the horizontal bars. Furthermore, the strength of the steel mesh as a supporting structure is relatively low. When it encounters an earthquake or a strong impact, it is easy for the concrete slab to break as a whole. In order to strengthen the structural part of the concrete slab, the mesh is replaced with steel plates, but this significantly increases the weight of the concrete slab. As a result, it puts greater pressure on the bottom concrete slab during assembly, affecting its service life.

[0004] To address the above problems, this invention provides a high-strength aerated concrete panel to solve these issues. Summary of the Invention

[0005] To achieve the above objectives, the present invention provides the following technical solution: a high-strength aerated concrete panel, comprising: a panel, a mesh assembly, and a reinforcing assembly, wherein grooves are provided on both ends of the panel, at least one set of mesh assemblies is fixed inside the panel, and the mesh assembly is located in the middle of the panel, and multiple sets of reinforcing assemblies are sleeved on the mesh assembly, and the multiple sets of reinforcing assemblies are arranged at an angle.

[0006] Furthermore, preferably, the multiple sets of the reinforcing components are arranged in an alternating, inclined manner.

[0007] Further, preferably, the mesh assembly includes transverse ribs, first longitudinal ribs, second longitudinal ribs, and reinforcing ribs, wherein multiple transverse ribs are arranged at equal intervals along the longitudinal direction, multiple first longitudinal ribs are fixed at equal intervals along the transverse direction on the upper end face of the transverse ribs, multiple second longitudinal ribs are fixed at equal intervals along the transverse direction on the lower end face of the transverse ribs, and reinforcing ribs are fixed at the junctions of the transverse ribs with the first and second longitudinal ribs.

[0008] Furthermore, preferably, the spacing between the first longitudinal rib and the second longitudinal rib is twice the spacing between the transverse ribs, and the first longitudinal rib and the second longitudinal rib are arranged in an alternating pattern.

[0009] Furthermore, preferably, the reinforcing component includes a first buffer component and a second buffer component, wherein two first buffer components are configured and respectively sleeved on the upper and lower ends of the two reinforcing ribs located diagonally, and a second buffer component is fixed between the two first buffer components.

[0010] Further, preferably, the first buffer assembly includes a sleeve ring, a buffer ring, and a first buffer spring, wherein the sleeve ring is sleeved on the reinforcing rib, and two sliding plates are symmetrically fixed on its outer wall; the outer wall of the sleeve ring is coaxially and rotatably provided with a buffer ring; a sliding cavity is opened on the inner wall of the buffer ring at a position corresponding to the sliding plate; and two first buffer springs are symmetrically arranged between the sliding plate and the sliding cavity.

[0011] Further, preferably, the second buffer assembly includes a buffer post, a connecting sleeve, and a second buffer spring, wherein the buffer post is configured as two, and their ends that are far apart from each other are respectively fixed to the outer walls of the two buffer rings, the ends of the two buffer posts that are close to each other are sleeved with the connecting sleeve, and the buffer post and the connecting sleeve can slide relative to each other, and the ends of the two buffer posts that are close to each other are connected to the second buffer spring.

[0012] Compared with the prior art, the present invention provides a high-strength aerated concrete panel, which has the following beneficial effects:

[0013] In this invention, by arranging the first and second longitudinal ribs at equal intervals on both sides of the transverse rib, the strength on both sides of the transverse rib can be kept consistent, thereby improving the stability of the plate. Furthermore, a reinforcing rib is fixed at the junction of the transverse and longitudinal ribs, which prevents the plate from breaking at the junction of the mesh assembly when subjected to impact, thus significantly improving the strength of the plate. In addition, a reinforcing component is inclinedly set on the reinforcing rib, thereby forming a triangular structure in the mesh of the mesh assembly, further improving the strength of the mesh assembly. Moreover, in the event of an earthquake, the reinforcing component can buffer the transverse and longitudinal waves generated by the earthquake, preventing the plate from breaking due to direct stress. Attached Figure Description

[0014] Figure 1 This is a schematic diagram of the overall internal structure of a high-strength aerated concrete panel.

[0015] Figure 2 This is a schematic diagram of the arrangement of reinforcement components for a high-strength aerated concrete panel.

[0016] Figure 3 A schematic diagram of a mesh assembly for a high-strength aerated concrete panel;

[0017] Figure 4 This is a schematic diagram of a reinforcement component for a high-strength aerated concrete panel.

[0018] In the diagram: 1. Plate; 11. Trench; 2. Mesh assembly; 3. Reinforcing assembly; 21. Horizontal rib; 22. First longitudinal rib; 23. Second longitudinal rib; 24. Reinforcing rib; 31. Connecting ring; 32. Buffer ring; 33. Buffer column; 34. Connecting sleeve; 35. Second buffer spring; 36. Sliding plate; 37. Sliding chamber; 38. First buffer spring. Detailed Implementation

[0019] Reference Figures 1-4 The present invention provides a technical solution: a high-strength aerated concrete board, comprising: board 1, mesh assembly 2 and reinforcing assembly 3, wherein grooves 11 are provided on both ends of the board 1, at least one set of mesh assembly 2 is fixed inside the board 1 and the mesh assembly 2 is located in the middle of the board 1, and multiple sets of reinforcing assembly 3 are sleeved on the mesh assembly 2 and the multiple sets of reinforcing assembly 3 are arranged at an angle.

[0020] In this embodiment, multiple sets of the reinforcing components 3 are arranged in an alternating, inclined manner.

[0021] In other words, by using multiple sets of staggered and inclined reinforcing components 3, a triangular structure can be formed within the mesh of the mesh component 2, thereby significantly improving the overall strength of the mesh component 2.

[0022] In this embodiment, the mesh assembly 2 includes transverse ribs 21, first longitudinal ribs 22, second longitudinal ribs 23, and reinforcing ribs 24. The transverse ribs 21 are arranged at equal intervals along the longitudinal direction. The upper end face of the transverse ribs 21 is fixed with multiple first longitudinal ribs 22 at equal intervals along the transverse direction. The lower end face of the transverse ribs 21 is fixed with multiple second longitudinal ribs 23 at equal intervals along the transverse direction. Reinforcing ribs 24 are fixed at the junctions of the transverse ribs 21 with the first longitudinal ribs 22 and the second longitudinal ribs 23.

[0023] By fixing reinforcing ribs 24 at the junction of transverse ribs 21 and longitudinal ribs, it is possible to effectively prevent the mesh assembly 2 from breaking when the plate 1 is subjected to impact.

[0024] In a preferred embodiment, the spacing between the first longitudinal rib 22 and the second longitudinal rib 23 is twice the spacing between the transverse ribs 21, and the first longitudinal rib 22 and the second longitudinal rib 23 are arranged in an alternating pattern.

[0025] In other words, by arranging the first longitudinal rib 22 and the second longitudinal rib 23 in an alternating manner, not only can the strength of both sides of the transverse rib 21 be kept consistent, but the connection between the first longitudinal rib 22 and the second longitudinal rib 23 can also form a wave shape, thereby further improving the strength of the mesh assembly 2.

[0026] In a preferred embodiment, the reinforcing component 3 includes a first buffer component and a second buffer component, wherein two first buffer components are configured and respectively sleeved on the upper and lower ends of the two reinforcing ribs 24 located at opposite corners, and a second buffer component is fixed between the two first buffer components.

[0027] In a preferred embodiment, the first buffer assembly includes a sleeve ring 31, a buffer ring 32, and a first buffer spring 38. The sleeve ring 31 is sleeved on the reinforcing rib 24, and two sliding plates 36 are symmetrically fixed on its outer wall. The buffer ring 32 is rotatably and coaxially disposed on the outer wall of the sleeve ring 31. A sliding chamber 37 is opened on the inner wall of the buffer ring 32 at a position corresponding to the sliding plate 36, and two first buffer springs 38 are symmetrically disposed between the sliding plate 36 and the sliding chamber 37.

[0028] In a preferred embodiment, the second buffer assembly includes a buffer post 33, a connecting sleeve 34, and a second buffer spring 35. The buffer post 33 is configured as two, with its far ends fixed to the outer walls of the two buffer rings 32 respectively. The connecting sleeve 34 is sleeved on the near ends of the two buffer posts 33, and the buffer post 33 and the connecting sleeve 34 can slide relative to each other. The second buffer spring 35 is connected to the near ends of the two buffer posts 33.

[0029] In other words, when an earthquake occurs, the transverse and longitudinal waves generated by the earthquake impact the plate 1 in both the transverse and longitudinal directions. At this time, the plate 1 deforms, and the first and second buffer components buffer the transverse and longitudinal waves, preventing the mesh component 2 from breaking directly and improving the impact resistance of the plate 1.

[0030] Specifically, by arranging the first longitudinal rib 22 and the second longitudinal rib 23 at equal intervals on both sides of the transverse rib 21, the strength on both sides of the transverse rib 21 can be kept consistent, thereby improving the stability of the plate 1. Furthermore, a reinforcing rib 24 is fixed at the junction of the transverse rib 21 and the longitudinal rib, which prevents the plate 1 from breaking at the junction of the mesh assembly 2 when subjected to impact, thus significantly improving the strength of the plate 1. In addition, a reinforcing component 3 is inclinedly set on the reinforcing rib 24, thereby forming a triangular structure in the mesh of the mesh assembly 2, further improving the strength of the mesh assembly 2. Moreover, in the event of an earthquake, the reinforcing component 3 can buffer the transverse and longitudinal waves generated by the earthquake, preventing the plate 1 from breaking due to direct stress.

[0031] The above description is merely a preferred embodiment of the present invention, but the scope of protection of the present invention is not limited thereto. Any equivalent substitutions or modifications made by those skilled in the art within the scope of the technology disclosed in the present invention, based on the technical solution and inventive concept of the present invention, should be covered within the scope of protection of the present invention.

Claims

1. A high-strength aerated concrete panel, characterized in that: include: The plate (1), the mesh assembly (2), and the reinforcing assembly (3) are provided. The plate (1) has grooves (11) on both ends. At least one set of mesh assembly (2) is fixed inside the plate (1) and the mesh assembly (2) is located in the middle of the plate (1). Multiple sets of reinforcing assemblies (3) are sleeved on the mesh assembly (2) and the multiple sets of reinforcing assemblies (3) are arranged at an angle. The mesh assembly (2) includes a horizontal rib (21), a first longitudinal rib (22), a second longitudinal rib (23), and a reinforcing rib (24). The horizontal rib (21) is arranged in multiple equidistant directions along the longitudinal direction. The upper end face of the horizontal rib (21) is fixed with multiple first longitudinal ribs (22) at equal intervals along the transverse direction. The lower end face of the horizontal rib (21) is fixed with multiple second longitudinal ribs (23) at equal intervals along the transverse direction. Reinforcing ribs (24) are fixed at the junctions of the horizontal rib (21), the first longitudinal rib (22), and the second longitudinal ribs (23). The reinforcing component (3) includes a first buffer component and a second buffer component, wherein the first buffer component is configured as two, respectively sleeved on the upper and lower ends of the two reinforcing ribs (24) located at opposite corners, and a second buffer component is fixed between the two first buffer components; The first buffer assembly includes a sleeve ring (31), a buffer ring (32), and a first buffer spring (38). The sleeve ring (31) is sleeved on the reinforcing rib (24), and two sliding plates (36) are symmetrically fixed on its outer wall. The outer wall of the sleeve ring (31) is coaxially and rotatably provided with the buffer ring (32). The inner wall of the buffer ring (32) is provided with a sliding cavity (37) at a position corresponding to the sliding plate (36), and two first buffer springs (38) are symmetrically arranged between the sliding plate (36) and the sliding cavity (37). The second buffer assembly includes a buffer post (33), a connecting sleeve (34), and a second buffer spring (35). The buffer post (33) is configured as two, with its far ends fixed to the outer walls of the two buffer rings (32). The connecting sleeve (34) is sleeved on the near ends of the two buffer posts (33), and the buffer post (33) and the connecting sleeve (34) can slide relative to each other. The second buffer spring (35) is connected to the near ends of the two buffer posts (33).

2. The high-strength aerated concrete panel according to claim 1, characterized in that: The multiple sets of the reinforcement components (3) are arranged in an alternating, inclined manner.

3. The high-strength aerated concrete panel according to claim 1, characterized in that: The spacing between the first longitudinal rib (22) and the second longitudinal rib (23) is twice the spacing between the transverse ribs (21), and the first longitudinal rib (22) and the second longitudinal rib (23) are arranged in an alternating pattern.

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