Stormwater Box Truss Structure for Vertical Load Stability

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Solution Overview

Problem

Existing underground stormwater management systems face issues with structural instability and material cost under vertical loading, requiring improved strength and cost-effective design for stormwater boxes.

Innovation Solution

The use of trusses and lattice-like side panels in stormwater boxes, made from high-strength materials, to resist deformation and tilting, combined with economical fabrication and assembly methods.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If multiple closely spaced columns or vertical supports are used to accommodate vehicular loads, then the box structure can resist vertical loading, but the sides or vertical members may still tilt sideways or become unstable

Engineering Contradiction:
Improvevertical load resistanceVSAvoidside stability
Core Design Contradiction:
StrengthVSStability of the object's composition

Solution Approach 1:

The patent introduces diagonal bracing members that add a new dimensional element to the box structure. These bracing members connect opposite vertical columns, creating triangular reinforcement patterns that prevent sideways tilting and buckling. This diagonal dimension works in conjunction with the vertical columns to provide comprehensive stability against both vertical and lateral loads.

Inventive Principle:
Principle #17Another dimension (Dimensionality change)

2Strength

If traditional stormwater boxes are designed to bear overlying backfill and vehicular loads, then structural strength is improved, but material weight and cost increase

Engineering Contradiction:
Improveload bearing capacityVSAvoidbox structure weight
Core Design Contradiction:
StrengthVSWeight of stationary object

Solution Approach 1:

The patent employs composite construction by combining vertical columns with diagonal bracing members to create a synergistic structural system. This composite approach distributes loads more efficiently throughout the structure, allowing for optimized material selection and reduced overall material usage while maintaining or enhancing load-bearing capacity.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The box structure is segmented into distinct functional components: vertical columns for primary load bearing, diagonal bracing members for stability, and horizontal plates for containment. This segmentation allows each component to be optimized independently for its specific function, reducing unnecessary material in each element while maintaining overall structural integrity.

Inventive Principle:
Principle #1Segmentation

3Object-affected harmful factors

If lattice-like side panels are used to prevent backfill intrusion, then lateral protection is improved, but the panels may deflect inwardly under pressure

Engineering Contradiction:
Improvebackfill intrusion preventionVSAvoidpanel resistance to deflection
Core Design Contradiction:
Object-affected harmful factorsVSStrength

Solution Approach 1:

The patent reinforces the lattice-like side panels by introducing diagonal bracing members that add a new dimensional element. These bracing members transform the panel structure from a potentially deflection-prone lattice into a rigid triangular framework that resists inward deflection while maintaining the lattice's ability to prevent backfill intrusion.

Inventive Principle:
Principle #17Another dimension (Dimensionality change)

Data Source

PatentUS20250347099A1Stormwater box with trusses
Publication Date: 2025.11.13 ADVANCED DRAINAGE SYSTEMS INC
  • US20250347099A1 patent drawing
  • US20250347099A1 patent drawing
  • US20250347099A1 patent drawing

AI summary

Stormwater and fluid management runoff systems, apparatus, and methods for containing and filtering runoff may be provided. In one implementation, a stormwater management box for managing stormwater runoff may be provided. The stormwater management box may include a top plate and a base plate having a plurality of spaced apart columns positioned therebetween. The stormwater management box may include one or more side panels positioned between the top plate and the base plate, each side panel comprising a cover. The stormwater management box may also include a truss, the truss running perpendicular to the vertical plane of the one or more side panels and fitting within a vertical space between an upper surface of the bottom plate and a lower surface of the top plate.