Trailer Floor Assembly with Variable-Height Beams and Truss Members

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Solution Overview

Problem

Existing trailer chassis and floor designs face challenges in increasing load capacity while minimizing weight and size to meet stricter emissions and fuel efficiency requirements, as larger and heavier structures often fail to comply with these standards.

Innovation Solution

The design incorporates a pair of main beams with varying heights, transverse cross members, and extruded reinforced floor members with truss walls extending at an angle, which are positioned on the main beams' upper surfaces and joined using friction stir welding to form a lightweight yet robust floor assembly.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If the sizes of structural members (main beams, cross members, floor members) are increased to increase load capacity, then load capacity is improved, but weight and size increase

Engineering Contradiction:
Improveload capacityVSAvoidweight
Core Design Contradiction:
StrengthVSWeight of moving object

Solution Approach 1:

The patent employs composite structural members combining aluminum alloy main beams with steel cross members and floor members. This composite approach allows each material to be used where it provides optimal strength-to-weight ratio, achieving high load capacity while minimizing overall weight compared to using a single heavy material throughout

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The main beams feature variable cross-sections with different height dimensions at different locations along their length. The beams have greater height at mid-span sections where bending moments are highest, and reduced height at end sections where loads are lower. This local optimization provides necessary strength where required while reducing weight in less critical areas

Inventive Principle:
Principle #3Local quality

2Strength

If the sizes of structural members are increased to increase load capacity, then load capacity is improved, but size increases

Engineering Contradiction:
Improveload capacityVSAvoidsize
Core Design Contradiction:
StrengthVSVolume of moving object

Solution Approach 1:

The main beams are designed with non-uniform cross-sections where the height varies along the longitudinal direction. Sections with higher load requirements have greater height dimensions, while sections with lower requirements have reduced height, optimizing the volume of material used to match the actual load distribution pattern

Inventive Principle:
Principle #3Local quality

Solution Approach 2:

By using aluminum alloy for main beams (which have large volume requirements) and steel for cross members and floor members (which require less volume but high local strength), the patent achieves high load capacity with minimized overall volume of the chassis structure

Inventive Principle:
Principle #40Composite materials

3Strength

If larger and heavier trailers are used to increase load capacity, then load capacity is improved, but fuel efficiency deteriorates

Engineering Contradiction:
Improveload capacityVSAvoidfuel efficiency
Core Design Contradiction:
StrengthVSUse of energy by moving object

Solution Approach 1:

The mixed aluminum-steel construction reduces the overall weight of the chassis structure compared to all-steel designs, directly decreasing the mass that the propulsion system must move and thereby improving fuel efficiency while maintaining required load capacity

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The variable cross-section main beams reduce material volume and weight in regions where full strength is not required, decreasing the overall chassis weight and improving fuel efficiency without compromising the load-bearing capability where it is most needed

Inventive Principle:
Principle #3Local quality

4Strength

If larger and heavier trailers are used to increase load capacity, then load capacity is improved, but emissions deteriorate

Engineering Contradiction:
Improveload capacityVSAvoidemissions
Core Design Contradiction:
StrengthVSObject-generated harmful factors

Solution Approach 1:

By reducing chassis weight through composite aluminum-steel construction, the patent decreases the fuel consumption required to operate the trailer, which directly reduces greenhouse gas emissions and other exhaust pollutants from the prime mover

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The optimized variable cross-section beams minimize material usage while maintaining structural integrity, reducing overall chassis weight and consequently lowering the emissions generated during trailer operation

Inventive Principle:
Principle #3Local quality

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

This configuration enhances load capacity with reduced mass, maintaining structural integrity and compliance with emissions and fuel efficiency standards by distributing weight efficiently and providing a strong, lightweight trailer floor.

Implementation Method 1

The floor members can be stir welded to adjacent floor members.

Methodology Applied
Scientific EffectFriction stir welding: Friction Welding

Data Source

PatentUS11548567B2Reinforced trailer chassis and floor
Publication Date: 2023.01.10 FONTAINE COMML TRAILER
  • US11548567B2 patent drawing

AI summary

A floor assembly for a trailer includes a pair of longitudinally extending main beams, each having a first height dimension along a first longitudinal portion of the main beam and a second height dimension along a second portion of the main beam. The first height dimension being greater than the second height dimension. Cross members extend in a transverse direction between and connect the main beams. A plurality of floor members extend transversely between the main beams. The floor members including at least some reinforced floor members. The reinforced floor members have upper and lower walls and opposing side walls that define a rectangular cross-section and include a series of truss walls extending angularly between the upper and lower walls. The reinforced floor members are positioned on the upper surfaces of the main beams at least in part at the second height dimension.