A multi-layered earthquake-resistant building wall panel

Abstract

The utility model discloses a multilayer anti -seismic building wallboard, include: wallboard body, reinforcing component, wallboard body includes the base layer of middle part, and the outer reinforcing layer and inner reinforcing layer of setting respectively of base layer outer end and inner end, the utility model discloses a multilayer anti -seismic building wallboard, the reinforcing frame of setting in the base layer of wallboard body middle part, and the outer vertical reinforcing plate and the inner transverse reinforcing plate of the outer vertical reinforcing plate and the inner transverse reinforcing plate of arranging welded fixed of reinforcing frame both ends, can significantly improve the tensile strength and the crack resistance of base layer middle part and both ends, and then enhance its anti -seismic capacity, and the outer reinforcing layer and the inner reinforcing layer of setting of base layer outer layer and inner layer, can pass through its inner end and the outer reinforcing frame and the inner reinforcing frame of reinforcing frame fixed connection, and the outer vertical reinforcing plate and the inner transverse reinforcing plate of arranging welded of outer vertical reinforcing plate and inner transverse reinforcing plate outer end, the base layer of wallboard body middle part is protected evenly, also can cooperate base layer and form integral structure, and then enhance its stability and anti -seismic performance in use.

Description

Technical Field

[0001] This utility model relates to the field of building wall panel technology, specifically a multi-layer earthquake-resistant building wall panel. Background Technology

[0002] Building wall panels are structural components of building walls. They are mainly divided into two categories: interior wall panels and exterior wall panels. Interior wall panels include horizontal wall panels, vertical wall panels, and partition wall panels. Horizontal and vertical wall panels are load-bearing, while partition wall panels are non-load-bearing. They are mainly used to divide interior spaces and must have sound insulation and fireproofing functions. Exterior wall panels include front wall panels, gable wall panels, and eaves wall panels. Front wall panels are self-supporting, while gable and eaves wall panels are load-bearing. In addition to sound insulation and fireproofing, these wall panels should also have thermal insulation, impermeability, freeze-thaw resistance, and carbonization resistance, as well as meet the requirements of architectural art decoration.

[0003] Existing earthquake-resistant building wall panels, such as the earthquake-resistant building wall panel disclosed in publication number CN216640891 U, have the advantage of inserting rebars into the side rebar insertion holes or end rebar insertion holes, thereby connecting adjacent wall panels into an integral structure and improving the overall strength of the wall panel. However, this building wall panel strengthens the structure by installing longitudinal steel bars, and the two ends do not have reinforcement and protection structures, resulting in poor structural strength and insufficient seismic performance. Therefore, we propose a multi-layer earthquake-resistant building wall panel. Utility Model Content

[0004] This utility model aims to solve one of the technical problems existing in the prior art or related technologies.

[0005] Therefore, the technical solution adopted by this utility model is as follows:

[0006] A multi-layer earthquake-resistant building wall panel includes: a wall panel body and a reinforcing component; the wall panel body includes a base layer in the middle, an outer reinforcing layer and an inner reinforcing layer respectively provided at the outer and inner ends of the base layer; the reinforcing component includes a reinforcing frame provided at the inner end of the base layer, multiple sets of outer transverse reinforcing ribs arranged and welded to one side of the reinforcing frame, multiple sets of inner vertical reinforcing ribs arranged and welded to the other side of the reinforcing frame, an outer reinforcing frame provided at the inner end of the outer reinforcing layer, and an inner reinforcing frame provided at the inner end of the inner reinforcing layer.

[0007] Preferably, the outer end of the outer reinforcing frame is also arranged and welded with multiple sets of outer vertical reinforcing plates.

[0008] Preferably, the outer end of the inner reinforcing frame is also arranged and welded with multiple sets of inner transverse reinforcing plates.

[0009] Preferably, both ends of the outer reinforcing frame are fixedly connected to an outer connecting plate, and the outer connecting plates are welded to the reinforcing frame.

[0010] Preferably, both ends of the inner reinforcing frame are fixedly connected to an inner connecting plate, and the inner connecting plates are welded to the reinforcing frame.

[0011] Preferably, the reinforcing frame has slots on all four sides, and the outer horizontal reinforcing ribs and the inner vertical reinforcing ribs are installed inside the slots.

[0012] Preferably, the base layer, the outer reinforcing layer, and the inner reinforcing layer are all made of cast concrete.

[0013] By adopting the above technical solution, the beneficial effects achieved by this utility model are as follows:

[0014] In this utility model, the reinforcing frame set in the middle base layer of the wall panel body, and the outer transverse reinforcing ribs and inner vertical reinforcing ribs arranged and welded at both ends of the reinforcing frame, can significantly improve the tensile strength and crack resistance of the middle and both ends of the base layer, thereby enhancing its seismic resistance. The outer reinforcing layer and inner reinforcing layer set in the outer and inner layers of the base layer can be connected to the reinforcing frame by the outer reinforcing frame and the inner reinforcing frame, and the outer vertical reinforcing plate and inner transverse reinforcing plate arranged and welded at the outer ends of the outer reinforcing frame and the inner reinforcing frame. While ensuring its own strength and seismic performance, it can also provide uniform protection for the base layer in the middle of the wall panel body. At the same time, it can also form an integral wall structure with the base layer, thereby enhancing its stability and seismic performance during use. Attached Figure Description

[0015] Figure 1 This is an overall structural diagram of the present invention;

[0016] Figure 2 This is a structural diagram of the base layer of this utility model;

[0017] Figure 3 This is a structural diagram of the outer reinforcing layer of this utility model;

[0018] Figure 4 This is a structural diagram of the inner reinforcing layer of this utility model;

[0019] Figure 5 This is a diagram showing the connection between the outer and inner reinforcing frames at both ends of the reinforcing frame of this utility model.

[0020] Figure label:

[0021] 100. Wall panel body; 101. Base layer; 102. Outer reinforcing layer; 103. Inner reinforcing layer;

[0022] 200. Reinforcing component; 201. Reinforcing frame; 202. Outer transverse reinforcing rib; 203. Inner vertical reinforcing rib; 204. Outer reinforcing frame; 205. Inner reinforcing frame; 206. Outer vertical reinforcing plate; 207. Inner transverse reinforcing plate; 208. Outer connecting plate; 209. Inner connecting plate; 210. Groove. Detailed Implementation

[0023] To make the objectives, technical solutions, and advantages of this utility model clearer, the present utility model will be further described in detail below with reference to specific embodiments and accompanying drawings. It should be noted that, unless otherwise specified, the embodiments and features of the present utility model can be combined with each other.

[0024] The following describes, with reference to the accompanying drawings, some embodiments of a multi-layer earthquake-resistant building wall panel provided by this utility model.

[0025] Example 1:

[0026] Combination Figure 1-5 As shown, this utility model provides a multi-layer earthquake-resistant building wall panel, comprising: a wall panel body 100 and a reinforcing component 200; the wall panel body 100 includes a base layer 101 in the middle, an outer reinforcing layer 102 and an inner reinforcing layer 103 respectively provided at the outer and inner ends of the base layer 101; the reinforcing component 200 includes a reinforcing frame 201 provided at the inner end of the base layer 101, multiple sets of outer transverse reinforcing ribs 202 arranged and welded to one side of the reinforcing frame 201, multiple sets of inner vertical reinforcing ribs 203 arranged and welded to the other side of the reinforcing frame 201, an outer reinforcing frame 204 provided at the inner end of the outer reinforcing layer 102, and an inner reinforcing frame 205 provided at the inner end of the inner reinforcing layer 103, and the outer reinforcing frame 204 also has an outer reinforcing bracket 204 at its outer end. Multiple sets of external vertical reinforcing plates 206 are welded and fixed in a row. Multiple sets of internal transverse reinforcing plates 207 are also welded and fixed at the outer end of the internal reinforcing frame 205. External connecting plates 208 are fixedly connected to both ends of the external reinforcing frame 204, and the external connecting plates 208 are welded to the reinforcing frame 201. Internal connecting plates 209 are fixedly connected to both ends of the internal reinforcing frame 205, and the internal connecting plates 209 are welded to the reinforcing frame 201. Grooves 210 are opened on all four sides of the reinforcing frame 201, and external transverse reinforcing ribs 202 and internal vertical reinforcing ribs 203 are installed inside the grooves 210. The base layer 101, the external reinforcing layer 102 and the internal reinforcing layer 103 are all made of concrete.

[0027] Specifically, the building wall panel is the structure of the building wall. The reinforcing frame 201 installed in the middle base layer 101 of the wall panel body 100, and the outer transverse reinforcing ribs 202 and inner vertical reinforcing ribs 203 welded and fixed at both ends of the reinforcing frame 201, can significantly improve the tensile strength and crack resistance of the middle and both ends of the base layer 101, thereby enhancing its seismic resistance. The outer reinforcing layer 102 and inner reinforcing layer 103 installed on the outer and inner layers of the base layer 101 can ensure their strength and seismic resistance through the outer reinforcing frame 204 and inner reinforcing frame 205 fixedly connected to the reinforcing frame 201 at their inner ends, and the outer vertical reinforcing plate 206 and inner transverse reinforcing plate 207 welded to the outer ends of the outer reinforcing frame 204 and inner reinforcing frame 205. While improving performance, it can also provide uniform protection for the base layer 101 in the middle of the wall panel body 100. At the same time, it can also form an integral wall structure with the base layer 101, thereby enhancing its stability and seismic performance during use. The slots 210 opened on the four sides of the reinforcing frame 201 are mainly used for the installation of the outer horizontal reinforcing ribs 202 and the inner vertical reinforcing ribs 203. The outer horizontal reinforcing ribs 202 and the inner vertical reinforcing ribs 203 form a vertical structure with the outer vertical reinforcing plate 206 and the inner horizontal reinforcing plate 207 respectively, thereby better providing seismic protection. The outer connecting plates 208 and the inner connecting plates 209 on both sides of the outer reinforcing frame 204 and the inner reinforcing frame 205 are mainly used for welding connections with the reinforcing frame 201.

[0028] Working principle and usage process of this utility model:

[0029] After the wall panel body 100 is poured, the base layer 101 in the middle of the wall panel body 100 has a reinforcing frame 201 at its inner end, and outer transverse reinforcing ribs 202 and inner vertical reinforcing ribs 203 arranged and welded at both ends of the reinforcing frame 201. This strengthens the middle and both ends of the base layer 101 and improves the overall tensile strength and crack resistance of the base layer 101, thereby improving its seismic resistance. The outer reinforcing layer 102 and inner reinforcing layer 103 poured at the outer end of the base layer 101 can be reinforced by outer reinforcing frames 204 and 205 at the inner end, and outer vertical reinforcing plates 206 and inner transverse reinforcing plates 207 arranged and welded at the outer ends of the outer reinforcing frames 204 and 205, respectively. This strengthens the base layer 101 and provides seismic protection at both ends of the base layer 101. It can also form an integral whole with the base layer 101, thereby improving the seismic resistance of the wall panel body 100 in use by strengthening its overall strength, tensile strength and crack resistance.

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

Claims

1. A multi-layer earthquake-resistant building wall panel, characterized in that, include: Wall panel body (100), reinforcing components (200); The wall panel body (100) includes a base layer (101) in the middle, an outer reinforcing layer (102) and an inner reinforcing layer (103) respectively provided at the outer and inner ends of the base layer (101); The reinforcing component (200) includes a reinforcing frame (201) set at the inner end of the base layer (101), multiple sets of outer transverse reinforcing ribs (202) arranged and welded on one side of the reinforcing frame (201), multiple sets of inner vertical reinforcing ribs (203) arranged and welded on the other side of the reinforcing frame (201), an outer reinforcing frame (204) set at the inner end of the outer reinforcing layer (102), and an inner reinforcing frame (205) set at the inner end of the inner reinforcing layer (103).

2. A multi-layer earthquake-resistant building wall panel according to claim 1, characterized in that, The outer end of the outer reinforcing frame (204) is also arranged and welded with multiple sets of outer vertical reinforcing plates (206).

3. A multi-layer earthquake-resistant building wall panel according to claim 1, characterized in that, The outer end of the inner reinforcing frame (205) is also arranged and welded with multiple sets of inner transverse reinforcing plates (207).

4. A multi-layer earthquake-resistant building wall panel according to claim 1, characterized in that, Both ends of the outer reinforcing frame (204) are fixedly connected to an outer connecting plate (208), and the outer connecting plate (208) is welded to the reinforcing frame (201).

5. A multi-layer earthquake-resistant building wall panel according to claim 1, characterized in that, Both ends of the inner reinforcing frame (205) are fixedly connected to an inner connecting plate (209), and the inner connecting plate (209) is welded to the reinforcing frame (201).

6. A multi-layer earthquake-resistant building wall panel according to claim 1, characterized in that, The reinforcing frame (201) has slots (210) on all four sides, and the outer horizontal reinforcing ribs (202) and the inner vertical reinforcing ribs (203) are installed at the inner end of the slots (210).

7. A multi-layer earthquake-resistant building wall panel according to claim 1, characterized in that, The base layer (101), outer reinforcing layer (102) and inner reinforcing layer (103) are all made of concrete.

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