Mesh Panel Diagonal Wire Weight Reduction
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Solution Overview
Problem
Existing safety barrier mesh panels for construction sites are heavy, costly, and difficult to handle, despite providing high safety, due to their weight and material density, which affects working conditions and production costs.
Innovation Solution
A mesh panel design featuring a framework with additional diagonal wires that angle relative to the main plane, reducing the number and thickness of wires required while maintaining strength, resulting in a lighter and more cost-effective solution.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Strength
If coarse wire dimensions and high mesh density are used to achieve high safety class, then strength is improved, but weight increases significantly
Solution Approach 1:
The mesh panel is divided into multiple zones with different wire densities and thicknesses. The high-strength zone near the top uses coarser wires for safety compliance, while the lower extension zones use finer, lighter wires. This segmentation allows the panel to meet safety requirements with minimal overall weight.
Solution Approach 2:
Different portions of the mesh panel have different wire dimensions and densities optimized for their specific functions. The top portion near the bend has higher strength requirements and uses coarser wires, while the extended lower portions use lighter wires since they require less strength.
2Strength
If aluminum material is used to reduce weight and improve safety, then strength-to-weight ratio is improved, but production cost increases
Solution Approach 1:
The patent changes the material parameter from aluminum to steel, which has different strength and cost characteristics. By optimizing the wire dimensions and mesh density parameters, the steel mesh achieves comparable strength-to-weight ratio while significantly reducing production cost.
3Strength
If high mesh density and coarse wire dimensions are used to ensure safety, then strength is improved, but handling difficulty increases
Solution Approach 1:
The mesh panel is segmented into a main high-strength body and lighter extension portions. The extended lower zones use finer, more flexible wires that are easier to handle and install, while the upper portion maintains high strength for safety compliance.
4Reliability
If the mesh panel is designed with vertical extension and bent portions to achieve Z or C form, then safety functionality is improved, but structural complexity increases
Solution Approach 1:
The mesh panel is designed with flexible extension zones that can be bent and shaped into Z or C forms during installation to suit different safety requirements. The varying wire densities provide both flexibility for shaping and sufficient strength when formed, reducing the need for complex rigid structural designs.
Applied Scientific Principles
This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.
Function Achieved in This Case
The mesh panel achieves a significant weight reduction from 20 kg to 12 kg while maintaining high safety standards, improving handling and reducing production costs, thus enhancing the working environment and safety barrier system efficiency.
Implementation Method 1
at least the third wire extends past the upper bend and into the adjacent portion
Implementation Method 2
the first and second wires are welded together by spot welding
Data Source
Figure 1
Figure 2~3
Figure 4
AI summary
Mesh panel (1) comprising a main portion (20) in a main plane (AB) defined by first and second directions (a, b), a top portion (10) in a top plane (AC) defined by the first and a third direction (a, c). The main portion (20) comprises a mesh formed by a plurality of first wires (21a) in the first direction (a) and a plurality of second wires (23b) in the second direction (b). At least one of the top portion (10) and the main portion (20) comprises at least one third wire (15), which, if arranged in the top portion (10) has a top portion direction (e) which differs from the first direction (a) and the third direction (c) of the top plane (AC), and which if arranged in the main portion (20) has a main portion direction (f) which differs from the first direction (a) and the second direction (b) of the main plane (AB).