Point connection type double-sided steel wire mesh frame plate

Abstract

The utility model discloses a point connection type double-faced steel wire net frame plate which comprises a plate mechanism and a reinforcing mechanism, the plate mechanism comprises a concrete layer, a plurality of transverse steel wires installed at the top and the bottom of the concrete layer, vertical steel wires welded to the tops of the transverse steel wires and the reinforcing mechanism, the reinforcing mechanism comprises a plurality of pressing plates arranged at the top and the bottom of the concrete layer, a plurality of limiting plates connected with the pressing plates, gaskets attached to the outer sides of the pressing plates, and bolts penetrating through the gaskets. In the utility model, the transverse steel wires and the vertical steel wires are fixed at the top and the bottom of the concrete layer, then the plurality of groups of limiting plates connected with the pressing plate are sleeved on the outer sides of the four nodes (the nodes are the joints of the transverse steel wires and the vertical steel wires), and then the bolts are screwed under the condition that the gaskets are cushioned, so that the pressing plate is reinforced, and then the transverse steel wires and the vertical steel wires are reinforced; the number of bolts is effectively reduced, and the installation comfort is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of frame plates, in particular to a point-connected double-sided steel wire mesh frame plate. Background Art

[0002] Steel wire mesh panels have many advantages such as light weight, good rigidity, factory prefabrication, good sound insulation and thermal insulation effects, etc. They are the core materials used in many prefabricated composite panels in the construction field. Steel wire mesh panels can also be directly used in construction, by spraying concrete on the large surface of the insulation board, or pouring concrete and other materials between the large surface of the insulation board and the formwork to build walls, floors, etc. on site, so they are a very widely used building material.

[0003] Application number CN201921247443.5 discloses a point-connected double-sided steel wire mesh panel for cast-in-place concrete non-load-bearing walls with built-in insulation panels, which facilitates the rapid and stable connection of two sets of steel wire meshes with the insulation panels, facilitates the pouring of concrete on the entirety at the construction site, improves construction efficiency, and improves practicality; including structures such as insulation panels. When the application is used, one screw can only tighten one node on the steel wire mesh, and there are many nodes, so the number of screws required is also large, and then the installation becomes complicated, causing inconvenience to use. Utility Model Content

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

[0005] To this end, the technical solution adopted in this utility model is:

[0006] A point-connected double-sided steel wire mesh plate comprises a plate mechanism and a reinforcement mechanism, wherein the plate mechanism comprises a concrete layer, a plurality of horizontal steel wires installed on the top and bottom of the concrete layer, vertical steel wires welded to the tops of the horizontal steel wires, and a reinforcement mechanism, wherein the reinforcement mechanism comprises a plurality of pressure plates arranged on the top and bottom of the concrete layer, a plurality of limit plates connected to the pressure plates, gaskets attached to the outer sides of the pressure plates, and bolts passing through the gaskets, wherein the inner ends of the bolts extend into the interior of the concrete layer.

[0007] By adopting the above technical solution, the horizontal steel wires and vertical steel wires are fixed to the top and bottom of the concrete layer, and then multiple sets of limit plates connected to a pressure plate are sleeved on the outside of four nodes (nodes: the intersection of the horizontal steel wires and the vertical steel wires). Then, with the gaskets in place, the bolts are tightened to reinforce the pressure plate, and then the horizontal steel wires and vertical steel wires are also reinforced, which effectively reduces the number of bolts and improves installation comfort.

[0008] In a preferred example, the utility model can be further configured as follows: a plurality of horizontal steel wires are arranged longitudinally in two rows at equal intervals, and the length of the horizontal steel wires is equal to the length of the concrete layer.

[0009] In a preferred example, the utility model can be further configured as follows: a plurality of vertical steel wires are equally spaced and arranged horizontally in two rows, the length of the vertical steel wires is equal to the width of the concrete layer, and the horizontal steel wires and the vertical steel wires are perpendicular to each other.

[0010] In a preferred example, the utility model can be further configured as follows: a plurality of limit plates are arranged in groups of four, and are arranged in four groups, the four groups of limit plates are arranged in a matrix, and the bolts are located between the four groups of limit plates.

[0011] In a preferred example, the utility model can be further configured as follows: the limit plate is set to be L-shaped, and the outer walls of the plurality of limit plates are all in contact with the outer walls of the horizontal steel wires and the outer walls of the vertical steel wires.

[0012] In a preferred example, the utility model can be further configured as follows: the bolt is set to be T-shaped, and the diameter of the gasket is larger than the diameter of the top end of the bolt.

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

[0014] In the utility model, the horizontal steel wires and the vertical steel wires are fixed to the top and bottom of the concrete layer, and then a plurality of groups of limit plates connected to a pressure plate are sleeved on the outside of four nodes (nodes: the intersections of the horizontal steel wires and the vertical steel wires), and then, with the gaskets in place, the bolts are tightened to reinforce the pressure plate, and then the horizontal steel wires and the vertical steel wires are also reinforced, thereby effectively reducing the number of bolts and improving installation comfort. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a three-dimensional diagram of the overall structure of the utility model;

[0016] Figure 2 This is a schematic diagram of the plate structure of the utility model;

[0017] Figure 3 It is a top view of the partial structure of the reinforcement mechanism of the utility model;

[0018] Figure 4 It is a bottom view of the reinforcement mechanism part of the utility model.

[0019] Reference numerals:

[0020] 100, plate structure; 110, concrete layer; 120, horizontal steel wire; 130, vertical steel wire;

[0021] 200, reinforcement mechanism; 210, pressure plate; 220, limit plate; 230, gasket; 240, bolt. DETAILED DESCRIPTION

[0022] In order to make the purpose, technical solution and advantages of the utility model clearer, the utility model is further described in detail below in combination with specific implementation methods and with reference to the accompanying drawings. It should be noted that the embodiments of the utility model and the features in the embodiments can be combined with each other without conflict.

[0023] It should be understood that these descriptions are exemplary only and are not intended to limit the scope of the present invention.

[0024] A point-connected double-sided steel wire mesh panel provided by some embodiments of the utility model will be described below in conjunction with the accompanying drawings.

[0025] Embodiment 1:

[0026] Combination Figure 1-4 As shown, the utility model provides a point-connected double-sided steel wire mesh plate, including a plate mechanism 100 and a reinforcement mechanism 200, wherein the plate mechanism 100 includes a concrete layer 110, a plurality of horizontal steel wires 120 installed on the top and bottom of the concrete layer 110, and a vertical steel wire 130 welded to the top of the horizontal steel wire 120;

[0027] The reinforcement mechanism 200 includes a plurality of pressure plates 210 arranged at the top and bottom of the concrete layer 110, a plurality of limit plates 220 connected to the pressure plates 210, a gasket 230 attached to the outer side of the pressure plates 210, and a bolt 240 passing through the gasket 230, wherein the inner end of the bolt 240 extends into the interior of the concrete layer 110.

[0028] Furthermore, a plurality of transverse steel wires 120 are equally spaced and arranged longitudinally in two rows. The length of the transverse steel wires 120 is equal to the length of the concrete layer 110. This dimension design ensures the aesthetics of the device to a certain extent.

[0029] Furthermore, a plurality of vertical steel wires 130 are equally spaced and arranged in two horizontal rows, the length of the vertical steel wires 130 is equal to the width of the concrete layer 110, and the horizontal steel wires 120 and the vertical steel wires 130 are perpendicular to each other. This layout design allows the wire mesh surface to be smoothly formed.

[0030] Furthermore, a plurality of limit plates 220 are arranged in four groups, and the four groups of limit plates 220 are arranged in a matrix. The bolts 240 are located between the four groups of limit plates 220. The layout design of the limit plates 220 enables the intersection of the horizontal steel wire 120 and the vertical steel wire 130 to be tightened.

[0031] Embodiment 2:

[0032] Combination Figure 3-4As shown, based on the first embodiment, the limit plate 220 is set to be L-shaped, and the outer walls of multiple limit plates 220 are in contact with the outer walls of the horizontal steel wire 120 and the outer walls of the vertical steel wire 130. With this shape design, a single limit plate 220 can limit the horizontal steel wire 120 and the vertical steel wire 130 at the same time.

[0033] Embodiment three:

[0034] Combination Figure 1 , 3 and Figure 4 As shown, in the above embodiment, the bolt 240 is set to be T-shaped, and the diameter of the gasket 230 is larger than the top diameter of the bolt 240. This size design ensures that the pressure plate 210 and the multiple limit plates 220 under the pressure plate 210 can press the horizontal steel wire 120 and the vertical steel wire 130.

[0035] The working principle and use process of the utility model are as follows: when the device is put into actual use, the horizontal steel wire 120 and the vertical steel wire 130 are fixed to the top and bottom of the concrete layer 110, and then a plurality of groups of limit plates 220 connected to a pressure plate 210 are sleeved on the outside of four nodes (nodes: the intersection of the horizontal steel wire 120 and the vertical steel wire 130), and then, with the gasket 230 padded, the bolts 240 are tightened to reinforce the pressure plate 210, and then the horizontal steel wire 120 and the vertical steel wire 130 are also reinforced, thereby effectively reducing the number of bolts 240 and improving installation comfort.

[0036] Although the embodiments of the present invention have been shown and described, those skilled in the art will appreciate that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the claims and their equivalents.

Claims

1. A point-connected double-sided steel wire mesh panel, characterized in that: include: A plate structure (100), the plate structure (100) comprising a concrete layer (110), a plurality of horizontal steel wires (120) installed on the top and bottom of the concrete layer (110), and vertical steel wires (130) welded to the tops of the horizontal steel wires (120); A reinforcement mechanism (200), the reinforcement mechanism (200) comprising a plurality of pressure plates (210) arranged at the top and bottom of the concrete layer (110), a plurality of limit plates (220) connected to the pressure plates (210), a gasket (230) attached to the outside of the pressure plates (210), and a bolt (240) passing through the gasket (230), wherein the inner end of the bolt (240) extends into the interior of the concrete layer (110).

2. A point-connected double-sided steel wire mesh panel according to claim 1, characterized in that: A plurality of transverse steel wires (120) are arranged longitudinally in two rows at equal intervals, and the length of the transverse steel wires (120) is equal to the length of the concrete layer (110).

3. The point-connected double-sided steel wire mesh panel according to claim 1, characterized in that: A plurality of vertical steel wires (130) are arranged horizontally in two rows at equal intervals, the length of the vertical steel wires (130) is equal to the width of the concrete layer (110), and the horizontal steel wires (120) and the vertical steel wires (130) are perpendicular to each other.

4. The point-connected double-sided steel wire mesh panel according to claim 1, characterized in that: The plurality of limit plates (220) are arranged in four groups, with four groups forming a group. The four groups of limit plates (220) are arranged in a matrix, and the bolts (240) are located between the four groups of limit plates (220).

5. The point-connected double-sided steel wire mesh panel according to claim 1, characterized in that: The limiting plates (220) are arranged in an L shape, and the outer walls of the plurality of limiting plates (220) are in contact with the outer walls of the horizontal steel wires (120) and the outer walls of the vertical steel wires (130).

6. The point-connected double-sided steel wire mesh panel according to claim 1, characterized in that: The bolt (240) is configured in a T shape, and the diameter of the gasket (230) is greater than the diameter of the top end of the bolt (240).

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