Prefabricated wallboard for house building construction

Abstract

The utility model discloses a prefabricated wallboard for house building construction, which is characterized in that net-shaped steel bar grooves which can be butted to form mounting grooves are formed in the opposite sides of a first prefabricated slab and a second prefabricated slab, and net-shaped steel bar frameworks are arranged in the mounting grooves for clamping connection, so that the structural stability of the wallboard is enhanced; the connecting strength between the prefabricated slabs is improved, so that the external force can be effectively resisted, the wallboard is prevented from displacement or deformation in the using process, and the overall rigidity and stability of the wallboard are enhanced; notches capable of being in butt joint to form a cavity groove are correspondingly formed in the four corners of a first prefabricated plate and the four corners of a second prefabricated plate respectively, a first L-shaped locking block is rotationally connected into the notch of the first prefabricated plate, and a second L-shaped locking block is fixedly arranged in the notch of the second prefabricated plate; and the first L-shaped locking block and the second L-shaped locking block are clamped and connected together through the bolt, so that the connection between the two prefabricated slabs is more stable, and the two prefabricated slabs are not easy to loosen or deform.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, specifically to a prefabricated wall panel for building construction. Background Technology

[0002] In prefabricated structures, traditional prefabricated wall panels often suffer from poor structural stability and low connection strength. Especially when subjected to external forces, they are prone to displacement or deformation, which seriously affects the overall quality and safety of the building and may even lead to serious consequences such as wall cracking and collapse. In addition, traditional connection methods are often inefficient to construct, requiring a lot of manpower and machinery for installation and adjustment, which increases construction costs and time costs. Utility Model Content

[0003] In order to overcome the defects of existing precast wall panels in building construction that are prone to displacement or deformation, this utility model provides a precast wall panel for building construction, including: a first precast panel, a second precast panel and a mesh steel reinforcement skeleton.

[0004] Both the first precast slab and the second precast slab have mesh steel bar grooves on their opposite sides, and the mesh steel bar grooves in the first precast slab and the second precast slab are joined to form an installation groove that is compatible with the mesh steel bar skeleton. The mesh steel bar skeleton is engaged between the first precast slab and the second precast slab through the installation groove.

[0005] The first precast slab and the second precast slab each have a slot at one of their four corners. The slots of the first precast slab and the second precast slab are joined together to form a cavity. A first L-shaped locking block is rotatably connected inside the slot of the first precast slab, and a second L-shaped locking block is fixedly installed inside the slot of the second precast slab. The first L-shaped locking block and the second L-shaped locking block are snapped together and detachably fixed together.

[0006] In some embodiments, both the first L-shaped locking block and the second L-shaped locking block include a first side rod and a second side rod perpendicularly connected to the first side rod; the first side rod of the second L-shaped locking block is fixedly disposed along the inner wall of the notch of the second precast slab, the first side rod of the first L-shaped locking block is rotatably connected to the slot of the first precast slab, and the second side rods of the first L-shaped locking block and the second side rods of the second L-shaped locking block are interlocked and connected together by bolts.

[0007] In some embodiments, a locking block is provided on the inner side of the second side rod of the first L-shaped locking block, and a locking groove adapted to the locking block is provided on the inner side of the second side rod of the second L-shaped locking block, and the locking block is disposed in the locking groove.

[0008] In some embodiments, the second side rod of the first L-shaped locking block and the second side rod of the second L-shaped locking block are connected together by two sets of bolts.

[0009] In some embodiments, the mesh reinforcement skeleton is a mesh structure formed by welding multiple first reinforcing ribs and multiple second reinforcing ribs longitudinally and transversely.

[0010] In some embodiments, positioning blocks are fixedly connected to both sides of the mesh steel reinforcement skeleton, and positioning grooves adapted to the positioning blocks are respectively provided on the inner sides of the first precast slab and the second precast slab.

[0011] In some embodiments, the slot of the first precast slab is rotatably connected to the first L-shaped locking block via a support shaft.

[0012] Compared with the prior art, the present invention has at least one of the following advantages or beneficial effects:

[0013] 1. The precast wall panel for building construction disclosed in this utility model has a mesh steel bar groove that can be connected to form an installation groove on one side of the first and second precast panels, and a mesh steel bar skeleton is set in the installation groove for interlocking connection. This not only enhances the structural stability of the wall panel, but also improves the connection strength between the precast panels, thereby effectively resisting external forces and preventing the wall panel from shifting or deforming during use, thus enhancing the overall rigidity and stability of the wall panel. The mesh steel bar skeleton further enhances the deformation resistance of the wall panel and improves the overall rigidity and stability of the wall panel.

[0014] 2. The precast wall panel for building construction disclosed in this utility model has slots at the four corners of the first and second precast panels that can be connected to form a cavity groove. A first L-shaped locking block is rotatably connected in the slot of the first precast panel, and a second L-shaped locking block is fixedly installed in the slot of the second precast panel. The first and second L-shaped locking blocks are snapped together and connected together by bolts, thereby ensuring a more stable connection between the two precast panels, making them less prone to loosening or deformation. Furthermore, by setting two sets of bolts to lock the first and second locking blocks, the uniform distribution of locking force can be ensured, thereby improving the locking effect and the stability of the overall structure. The operation is simple and convenient, and can be completed manually.

[0015] 3. The precast wall panel for building construction disclosed in this utility model has a locking block provided on the inner side of the second side rod of the first L-shaped locking block, and a locking groove adapted to the locking block is provided on the inner side of the second side rod of the second L-shaped locking block. The locking block is set in the locking groove, thereby effectively preventing the two precast panels from separating or displacing when subjected to external forces, thereby improving the stability and safety of the entire structure. Attached Figure Description

[0016] The present invention, its features, shape, and advantages will become more apparent from the following detailed description of non-limiting embodiments with reference to the accompanying drawings. Like reference numerals denote like parts throughout the drawings. The drawings are not drawn to scale; their purpose is to illustrate the gist of the invention.

[0017] Figure 1 This is a three-dimensional structural diagram of the prefabricated wall panel for building construction in an embodiment of this utility model;

[0018] Figure 2 This is an exploded view of the prefabricated wall panel for building construction in an embodiment of this utility model;

[0019] Figure 3 This is a schematic diagram of the internal connection of the cavity groove in an embodiment of this utility model;

[0020] Figure 4 This is a schematic diagram of the structure of the locking block and locking groove in an embodiment of the present invention;

[0021] In the figure: 1. First precast slab, 2. Second precast slab, 3. Groove of the first precast slab, 4. Groove of the second precast slab, 5. Locking block, 6. Locking groove, 7. Positioning block, 8. Positioning groove, 101. Horizontal groove, 102. First reinforcing rib, 103. Vertical groove, 104. Second reinforcing rib, 301. Support shaft, 302. First L-shaped locking block; 401. Second L-shaped locking block; 402. Bolt. Detailed Implementation

[0022] 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.

[0023] Please see Figures 1 to 4This utility model provides a technical solution: a precast wall panel for building construction, comprising: a first precast panel 1, a second precast panel 2, and a mesh steel reinforcement frame; the first precast panel 1 and the second precast panel 2 are respectively provided with mesh steel reinforcement grooves on their opposite sides, the mesh steel reinforcement grooves including multiple horizontal grooves 101 and multiple vertical grooves 103, and the mesh steel reinforcement grooves in the first precast panel 1 and the second precast panel 2 are joined to form an installation groove adapted to the mesh steel reinforcement frame, the mesh steel reinforcement frame is engaged between the first precast panel 1 and the second precast panel 2 through the installation groove, the mesh steel reinforcement frame is composed of multiple first reinforcing bars 102 (horizontal bars) and multiple second reinforcing bars 103. The reinforcing ribs 104 (longitudinal reinforcing bars) are welded together in a mesh structure. The first reinforcing rib 102 is correspondingly set in the transverse groove 101, and the second reinforcing rib 104 is correspondingly set in the vertical groove 103. The four corners of the first precast slab 1 and the second precast slab 2 are respectively provided with slots. The slots 3 of the first precast slab and the slots 4 of the second precast slab are joined to form a cavity. The first L-shaped locking block 302 is rotatably connected in the slot 3 of the first precast slab, and the second L-shaped locking block 401 is fixedly set in the slot 4 of the second precast slab. The first L-shaped locking block 302 and the second L-shaped locking block 401 are snapped together and detachably fixed together.

[0024] Specifically, both the first precast slab 1 and the second precast slab 2 are reinforced with steel bars. Figure 2 The figure of the second precast slab 2 is a sectional view, showing the reinforcement in the second precast slab 2.

[0025] Specifically, both the first L-shaped locking block 302 and the second L-shaped locking block 401 include a first side rod and a second side rod perpendicularly connected to the first side rod. The first side rod of the second L-shaped locking block is fixedly installed along the inner wall of the notch in the second precast plate 2. The first side rod of the first L-shaped locking block 302 is rotatably connected to the slot 3 in the first precast plate. The second side rods of the first L-shaped locking block 302 and the second side rods of the second L-shaped locking block 401 are interlocked and connected together by two sets of upper and lower bolts 402. This utility model locks the second side rods of the first L-shaped locking block 302 and the second side rods of the second L-shaped locking block 401 by two sets of upper and lower bolts 402, which can ensure the uniform distribution of locking force, thereby improving the locking effect and the stability of the overall structure.

[0026] In a specific embodiment of this utility model, a locking block 5 is provided on the inner side of the second side rod of the first L-shaped locking block 302, and a locking groove 6 adapted to the locking block 5 is provided on the inner side of the second side rod of the second L-shaped locking block, and the locking block 5 is disposed in the locking groove 6; by engaging the locking block 5 on the inner wall of the first L-shaped locking block 302 with the locking groove 6 on the inner wall of the second locking block, the separation or displacement of the two precast slabs when subjected to external force is effectively prevented, thereby improving the stability and safety of the entire structure.

[0027] In a specific embodiment of this utility model, positioning blocks 7 are fixedly connected to the two sides of the above-mentioned mesh steel reinforcement skeleton at the four corners respectively (that is, four positioning blocks 7 are fixedly connected to the front and back of the mesh steel reinforcement skeleton respectively), and positioning grooves 8 adapted to the positioning blocks 7 are respectively provided on the inner side of the first precast slab 1 and the second precast slab 2. The positioning blocks 7 and the positioning grooves 8 are engaged to facilitate alignment and effectively prevent the wall panels from shifting or misaligning during assembly.

[0028] In a specific embodiment of this utility model, the slot 3 of the first precast slab is rotatably connected to a first L-shaped locking block 302 via a support shaft 301; that is, the first L-shaped locking block 302 rotates within the slot 3 of the first precast slab via the support shaft 301, thereby facilitating the first L-shaped locking block 302 to engage with or separate from the second L-shaped locking block 401, and to be locked by bolts 402, thereby making the connection between the two precast slabs more stable and less prone to loosening or deformation.

[0029] This invention first divides the precast wall panel into two precast panels, and then connects the first precast panel 1 and the second precast panel 2 with a mesh steel reinforcement skeleton. This strengthens the structural stability of the wall panel and improves the connection strength between the precast panels, effectively resisting external forces and preventing displacement or deformation of the wall panel during use. It also enhances the overall rigidity and stability of the wall panel. The mesh steel reinforcement skeleton further enhances the deformation resistance of the wall panel. The mesh structure can effectively disperse and bear forces from all directions, improving the overall rigidity and stability of the wall panel.

[0030] Although 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 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 appended claims and their equivalents.

Claims

1. A precast wall panel for building construction, characterized in that, include: The first precast slab, the second precast slab, and a mesh-like steel reinforcement cage; Both the first precast slab and the second precast slab have mesh steel bar grooves on their opposite sides, and the mesh steel bar grooves in the first precast slab and the second precast slab are joined to form an installation groove that is compatible with the mesh steel bar skeleton. The mesh steel bar skeleton is engaged between the first precast slab and the second precast slab through the installation groove. The first precast slab and the second precast slab each have a slot at one of their four corners. The slots of the first precast slab and the second precast slab are joined together to form a cavity. A first L-shaped locking block is rotatably connected inside the slot of the first precast slab, and a second L-shaped locking block is fixedly installed inside the slot of the second precast slab. The first L-shaped locking block and the second L-shaped locking block are snapped together and detachably fixed together.

2. The precast wall panel for building construction as described in claim 1, characterized in that, Both the first L-shaped locking block and the second L-shaped locking block include a first side rod and a second side rod perpendicularly connected to the first side rod; the first side rod of the second L-shaped locking block is fixedly installed along the inner wall of the notch of the second precast slab, the first side rod of the first L-shaped locking block is rotatably connected to the slot of the first precast slab, and the second side rods of the first L-shaped locking block and the second side rods of the second L-shaped locking block are interlocked and connected together by bolts.

3. The precast wall panel for building construction as described in claim 2, characterized in that, A locking block is provided on the inner side of the second side rod of the first L-shaped locking block, and a locking groove adapted to the locking block is opened on the inner side of the second side rod of the second L-shaped locking block, and the locking block is disposed in the locking groove.

4. The precast wall panel for building construction as described in claim 2, characterized in that, The second side rod of the first L-shaped locking block and the second side rod of the second L-shaped locking block are connected together by two sets of bolts.

5. The precast wall panel for building construction as described in claim 1, characterized in that, The mesh steel reinforcement skeleton is a mesh structure formed by welding multiple first reinforcing ribs and multiple second reinforcing ribs longitudinally and transversely.

6. The precast wall panel for building construction as described in claim 1, characterized in that, Positioning blocks are fixedly connected to both sides of the mesh steel reinforcement skeleton, and positioning grooves adapted to the positioning blocks are respectively provided on the inner sides of the first precast slab and the second precast slab.

7. The precast wall panel for building construction as described in claim 1, characterized in that, The slot of the first precast slab is rotatably connected to the first L-shaped locking block via a support shaft.

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