Corner-Pillar Containers With Dynamic Panels for Vacuum Resistance
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Solution Overview
Problem
Existing containers, particularly lightweight plastic bottles, suffer from deformation due to internal vacuums caused by oxygen absorption, which affects aesthetic appeal and structural integrity under varying environmental conditions.
Innovation Solution
The containers incorporate pillars and dynamic panels that allow controlled deformation under vacuum pressure, maintaining structural integrity while reducing internal vacuum levels by accommodating increased pressure.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Weight of moving object
If lightweight container walls are used to reduce weight, then material usage and weight decrease, but vacuum resistance and structural integrity deteriorate
Solution Approach 1:
The container body is segmented into multiple panels separated by corner pillars, creating a structured framework that distributes vacuum loads across discrete structural elements rather than relying on continuous wall thickness
Solution Approach 2:
Different regions of the container have different structural properties - corner pillars provide rigid support at critical stress points while panel areas between pillars are designed to deform controllably, creating local variations in stiffness and strength
2Strength
If rigid container structure is used to improve vacuum resistance, then structural integrity improves, but material usage and weight increase
Solution Approach 1:
The panel regions are designed with dynamic deformation characteristics that allow them to flex and accommodate vacuum pressure changes, transitioning from a purely rigid structure to a semi-flexible system that manages stress through controlled movement
Solution Approach 2:
The corner pillars are positioned in advance at critical locations to provide structural support before vacuum deformation occurs, preventing catastrophic failure while using minimal material
3Strength
If container walls deform under vacuum pressure, then vacuum resistance improves through pressure accommodation, but aesthetic appearance deteriorates
Solution Approach 1:
By dividing the container into discrete panels and pillars, the deformation is localized to specific panel regions rather than affecting the entire container, allowing aesthetic design in pillar regions while accommodating deformation in panel areas
Solution Approach 2:
The corner pillars create an asymmetric structural framework that provides strength while allowing the panel areas between them to deform in a controlled, aesthetically manageable manner
4Strength
If thicker container walls are used to improve top load compression, then compressive strength improves, but material usage and weight increase
Solution Approach 1:
The corner pillars provide localized structural support at critical load-bearing points, eliminating the need for uniformly thick walls throughout the entire container while maintaining top load compression resistance
Solution Approach 2:
The container structure is divided into load-bearing pillar elements and non-load-bearing panel areas, allowing material to be concentrated where structurally necessary and reduced where it provides minimal benefit
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 solution provides improved vacuum resistance and top load compression, maintaining aesthetic appeal and structural integrity while using less material, thus reducing weight and manufacturing costs.
Implementation Method 1
controlled deformation under vacuum pressure, with the controlled deformation reducing internal vacuum level of the container by accommodating increased vacuum pressure
Implementation Method 2
improved top load compression resistance and improved resistance to vacuum deformations
Data Source
AI summary
A container includes a body, the body has pillars, and the body also has dynamic panels. The pillars include first, second, third and fourth pillars, and each of the first, second, third and fourth pillars is substantially rounded outward relative to a vertical axis of the container. The dynamic panels include first, second, third and fourth dynamic panels. The first dynamic panel extends between the first pillar and the second pillar, is substantially parallel to the third dynamic panel, and is substantially perpendicular to each of the second and fourth dynamic panels, such that the pillars are positioned at corners of the container. Each of the first, second, third and fourth pillars has greater stiffness than each of the first, second, third and fourth dynamic panels and thereby provide a controlled deformation of the container under vacuum pressure or top loading.


