CN219569541U

CN219569541U - Composite template net

Info

Publication number: CN219569541U
Application number: CN202320892159.3U
Authority: CN
Inventors: 杨允喜; 朱琦
Original assignee: Wenzhou Juli Building Materials Technology Co ltd
Current assignee: Wenzhou Juli Building Materials Technology Co ltd
Priority date: 2023-04-18
Filing date: 2023-04-18
Publication date: 2023-08-22
Anticipated expiration: 2033-04-18

Abstract

The utility model relates to a compound template net which comprises a mesh steel plate and a plurality of reinforcing rib steel plates, wherein each reinforcing rib steel plate is equidistantly arranged on the mesh steel plate and welded and fixed with the steel plate, and the reinforcing rib steel plates and the mesh steel plate parts corresponding to the reinforcing rib steel plates are in V shapes. By adopting the scheme, the composite template net provided by the utility model has the advantages of good bending strength, high steel plate utilization rate and capability of avoiding slurry leakage.

Description

Composite template net

Technical Field

The utility model relates to the field of template nets, in particular to a composite template net.

Background

When the casting process of large-scale building and civil engineering is adopted, a template net is often adopted, and the casting process has good effects on the aspects of engineering quality, structural safety, construction cost reduction and the like.

The ribbed expanded net is a common one in the template net, and comprises mesh parts and V-shaped reinforcing rib parts which are arranged at intervals, and the ribbed expanded net has certain defects: (1) the mesh part and the V-shaped reinforcing rib part are integrally arranged with the same thickness, the bending strength of the V-shaped reinforcing rib part is limited, and the flatness of the wall body is difficult to ensure; (2) because mesh part expands and forms, be difficult to carry out fine processing and be difficult to process less mesh size, on the one hand, lead to the steel sheet low in utilization ratio, product cost is high, on the other hand, light cement mortar can appear the circumstances that spill because of the mesh size is great in the pouring process, and then causes building material extravagant.

Disclosure of Invention

Aiming at the defects existing in the prior art, the utility model aims to provide the composite template net which has good bending strength, high steel plate utilization rate and slurry leakage prevention.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the reinforcing rib steel plates are equidistantly arranged on the mesh steel plates and are welded and fixed with the mesh steel plates, and the reinforcing rib steel plates and the mesh steel plate parts corresponding to the reinforcing rib steel plates are in V shapes.

By adopting the technical scheme, the structure of the template net is changed from the traditional integrated structure to the multilayer composite structure, thereby avoiding the expansion processing technology of the reinforced expansion net and having the following advantages: (1) the mesh steel plate can be welded and fixed with the reinforcing rib steel plate after being independently and accurately processed through a punching and shearing machine, a more reasonable arrangement structure can be designed, the steel plate has higher utilization rate, the steel consumption is reduced, the cost of a finished product can be greatly reduced, and the mesh steel plate can be processed into smaller mesh size, so that the possibility of outflow leakage of light cement mortar is avoided; (2) the mesh steel plate and the reinforcing rib steel sheet are overlapped to form a new V-shaped reinforcing rib part, so that the thickness is greatly increased, the bending strength is improved, and the flatness of the wall body is ensured.

The utility model is further provided with: the mesh shape of the mesh steel plate is diamond-shaped or long hexagon or regular hexagon.

By adopting the technical scheme, after the template net is changed into a composite structure, meshes with different shapes can be processed through punching and shearing machines according to actual demands, and the adaptation degree with actual conditions is improved.

Drawings

FIG. 1 is a perspective view of a first embodiment of the present utility model;

FIG. 2 is an enlarged view of A in FIG. 1;

FIG. 3 is an enlarged view of a second embodiment of the present utility model;

fig. 4 is an enlarged view of a third embodiment of the present utility model.

Detailed Description

The following description of the embodiments of the present utility model will be made apparent and fully in view of the accompanying drawings, in which some, but not all embodiments of the utility model are shown. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

In the description of the present utility model, it should be noted that the directions or positional relationships indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

As shown in fig. 1-2, the utility model discloses a composite template net, which comprises a mesh steel plate 1 and a plurality of reinforcing rib steel plates 2, wherein each reinforcing rib steel plate 2 is equidistantly arranged on the mesh steel plate 1 and welded and fixed with the mesh steel plate 1, the reinforcing rib steel plate 2 and the overlapping part of the mesh steel plate 1 and the reinforcing rib steel plate 2 are in a V shape, the structure of the template net is changed, and the traditional integral structure is changed into a multi-layer composite structure, so that the expanding processing technology of a reinforced expanded net is avoided, and the composite template net has the following advantages: (1) the mesh steel plate 1 can be welded and fixed with the reinforcing rib steel plate 2 after the meshes are independently and accurately machined through a punching and shearing machine, a more reasonable arrangement structure can be designed, the steel plate has higher utilization rate, the steel consumption is reduced, the cost of a finished product can be greatly reduced, in addition, smaller mesh sizes can be machined, and the possibility of leakage of outflow light cement mortar is avoided; (2) the mesh steel plate 1 and the reinforcing rib steel plate 2 are overlapped to form a new V-shaped reinforcing rib part, the thickness is greatly increased, the bending strength is improved, and the flatness of the wall body is ensured.

The difference between the first embodiment, the second embodiment and the third embodiment is that the mesh shapes are inconsistent, the mesh shapes of the mesh steel plate 1 are respectively a long hexagon (figure 2), b diamond (figure 3) and c regular hexagon (figure 4), and the mesh steel plate can also be in other various required shapes, and after the template net is changed into a composite structure, meshes in different shapes can be processed through punching and shearing machines according to actual requirements, so that the adaptation degree with actual conditions is improved.

The utility model also provides a processing method for processing the composite template net, which comprises the following steps: (1) Punching and shearing the steel plate into meshes through a punching and shearing machine to form a mesh steel plate 1; (2) Placing the reinforcing rib steel sheets 2 on the mesh steel plate 1 at equal intervals, and welding the edges of the reinforcing rib steel sheets 2 with the mesh steel plate 1; (3) The welded reinforcing rib steel sheet 2 and the mesh steel sheet 1 are placed in a roll forming machine, the reinforcing rib steel sheet 2 and the mesh steel sheet 1 corresponding to the reinforcing rib steel sheet 2 are partially roll formed to be V-shaped, the structure of a template net is changed, and the traditional integrated structure is changed to a multi-layer composite structure, so that the expansion processing technology of a reinforced expanded net is avoided, and the method has the following advantages: (1) the mesh steel plate 1 can be welded and fixed with the reinforcing rib steel plate 2 after the meshes are independently and accurately machined through a punching and shearing machine, a more reasonable arrangement structure can be designed, the steel plate has higher utilization rate, the steel consumption is reduced, the cost of a finished product can be greatly reduced, in addition, smaller mesh sizes can be machined, and the possibility of leakage of outflow light cement mortar is avoided; (2) the mesh steel plate 1 and the reinforcing rib steel plate 2 are overlapped to form a new V-shaped reinforcing rib part, the thickness is greatly increased, the bending strength is improved, and therefore the flatness of a wall body is guaranteed.

(4) The surfaces of the mesh steel plate 1 and the reinforcing rib steel plate 2 are subjected to electrostatic powder spraying treatment or electrostatic paint spraying treatment, and the surfaces are subjected to electrostatic powder spraying treatment or electrostatic paint spraying treatment, so that the corrosion resistance of the composite die net can be improved.

(3) The welding mode of the welding device is continuous welding, preferably continuous welding, so that the welding reliability can be greatly improved.

Claims

1. A composite panel web, characterized in that: the reinforcing rib steel plates are equidistantly arranged on the mesh steel plates and are welded and fixed with the mesh steel plates, and the reinforcing rib steel plates and the mesh steel plate parts corresponding to the reinforcing rib steel plates are in V shapes.

2. The composite panel web of claim 1, wherein: the mesh shape of the mesh steel plate is diamond-shaped or long hexagon or regular hexagon.