Flexible Brick Plate Mesh With Segmented Rods For Standard Width
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Solution Overview
Problem
Existing flexible brick plate meshes struggle to produce standard width plates due to variable corrugation pitches affected by rod hardness and manufacturing factors, and fail to securely fix bricks of varying sizes, leading to loose or fallen bricks.
Innovation Solution
A mesh design where the distance between reinforcing rods is set to match brick nominal size, with corrugation pitches determined by a specific mathematical formula to ensure standard width and secure brick fixation, allowing for accurate positioning and absorption of size differences.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Manufacturing precision
If the corrugation pitch is determined by the distance between support rods to enable insertion into bricks, then the mesh structure is stable, but the plate width cannot achieve standard dimensions due to variable corrugation pitches
Solution Approach 1:
The mesh is segmented into three distinct rod types with specialized functions: support rods for structural stability, positioning rods for precise width control through corrugation pitch, and reinforcing rods for brick fixation. This segmentation allows each component to be optimized independently, achieving standard plate widths while maintaining structural integrity.
Solution Approach 2:
The invention changes the critical parameter from corrugation pitch to the distance between intersecting rods (dl). By defining plate width based on the number and nominal size of bricks rather than corrugation pitch, the system achieves standard dimensions independent of manufacturing variations in corrugation.
2Adaptability or versatility
If the corrugation pitch is adjusted to approach standard width, then plate width modularity improves, but manufacturing precision deteriorates due to inability to guarantee accurate corrugation pitch length
Solution Approach 1:
The positioning rods act as intermediaries between the support rods and bricks. Their corrugated sections provide a mechanical interface that absorbs size variations in bricks while the distance between intersecting rods (dl) maintains precise control over plate width, decoupling width control from corrugation pitch accuracy.
Solution Approach 2:
The invention transitions from controlling plate width through corrugation pitch to controlling it through the distance between intersecting rods (dl). This parameter change enables standard plate widths to be achieved by adjusting the number and size of bricks rather than relying on precise corrugation pitch control.
3Reliability
If the mesh uses fixed corrugation pitch to maintain support rod positioning, then structural stability is maintained, but bricks of varying sizes cannot be securely fixed, resulting in loose or fallen bricks
Solution Approach 1:
The positioning rods incorporate corrugated sections that provide dynamic adjustment capability. The corrugations allow the rods to flex and adapt to bricks of varying sizes while maintaining the fixed distance (dl) between intersecting rods, ensuring reliable brick fixation across different brick dimensions.
Solution Approach 2:
The invention changes the fixation mechanism from relying on fixed corrugation pitch to relying on the distance between intersecting rods (dl). This allows the system to accommodate brick size variations while maintaining secure fixation, as the corrugated sections can adjust to different brick dimensions within the constrained distance framework.
Data Source
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AI summary
Mesh (1) for forming a flexible brick plate (6) comprising a plurality of support rods (2) that can be inserted into slots (6a) formed in said bricks (6), said support rods (2) being interwoven with a plurality of positioning rods (4) of said bricks (6), said mesh (1) including a reinforcing rod (3) interwoven with said positioning rods (4) between every two support rods (2), said support (2), reinforcing (3) and positioning rods (4) which are corrugated in their intersecting sections. The mesh is characterised in that the distance between every two reinforcing rods (3) is a distance (d1) predetermined in accordance with the width of said plate, the value of said width being a standard value (A) determined based on the number and nominal size of the bricks (6) that must be included in said plate. It has the advantage of allowing plates of standard width to be obtained without losing robustness and firmness.