Composite Open Web Beam-Joist With Cambered Utility Access

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Solution Overview

Problem

Current steel-supported concrete floor and roof construction methods in commercial buildings are inefficient and costly, as they rely on traditional steel joists that require complex installation and materials, lacking a superior beam-joist structure for large-scale construction.

Innovation Solution

A composite open web beam joist is developed, featuring a cambered beam-joist with triangular web sections, chord angle beams, and a vertical plate, manufactured through cutting, cambering, and welding processes to create a more efficient and economical structure.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Ease of manufacture

If traditional steel joists are used with complex installation methods, then structural integrity is maintained, but construction cost and time increase

Engineering Contradiction:
Improvemanufacturing simplicityVSAvoidstructural integrity
Core Design Contradiction:
Ease of manufactureVSStrength

Solution Approach 1:

The beam-joist is segmented into modular components including pre-fabricated chord assemblies with integrated bearing seats, panel sections with standardized web configurations, and connection elements. This segmentation enables factory pre-assembly while maintaining structural integrity through standardized connection details.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The invention merges the bearing seat, chord members, and connection hardware into integrated assemblies. The bearing seat is combined with the chord members to form unified components that simplify field installation while maintaining load path continuity and structural strength.

Inventive Principle:
Principle #5Merging (Combining)

2Productivity

If traditional steel joist construction methods are used, then load-bearing capacity is achieved, but material cost and installation complexity increase

Engineering Contradiction:
Improveconstruction efficiencyVSAvoidinstallation complexity
Core Design Contradiction:
ProductivityVSDevice complexity

Solution Approach 1:

Connection hardware, bearing seats, and alignment features are pre-installed on chord members during factory fabrication. Panel points and connection zones are pre-prepared with standardized detailing, enabling rapid field assembly without complex on-site fabrication or alignment procedures.

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The invention standardizes geometric parameters including panel point spacing, chord member dimensions, and bearing seat configurations. This parameter standardization enables modular assembly and simplifies installation procedures while maintaining structural performance through optimized dimensional relationships.

Inventive Principle:
Principle #35Parameter changes

3Ease of operation

If open web design is used for utilities installation, then accessibility is improved, but structural strength may be compromised

Engineering Contradiction:
Improveutilities accessibilityVSAvoidbeam strength
Core Design Contradiction:
Ease of operationVSStrength

Solution Approach 1:

The web configuration is optimized locally at different positions along the span. Panel points are strategically positioned to maintain structural strength where required, while open web sections are provided where utilities need access. The chord member spacing and web orientation are varied to balance structural performance with utilities accessibility in different zones.

Inventive Principle:
Principle #3Local quality

Solution Approach 2:

The chord members are given a cambered curvature to counteract deflection and maintain structural strength. This camber compensates for the reduced stiffness from open web configurations, ensuring that the beam maintains adequate strength and stiffness while providing open spaces for utilities installation.

Inventive Principle:
Principle #14Spheroidality (Curvature)

Data Source

PatentUS11536030B2Composite open web beam-joist and method of manufacture
Publication Date: 2022.12.27 B&H SOLUTIONS LLC
  • US11536030B2 patent drawing
  • US11536030B2 patent drawing
  • US11536030B2 patent drawing

AI summary

A composite open web beam joist includes a cambered beam joist portion including a top end, a bottom end, a first side, a second side, and an open web layout extending from end to end. The open web layout includes triangular web sections and openings between each of the triangular web sections. Each triangular web section includes a peak. A first chord angle beam is attached to the first side of the cambered beam-joist portion at the peaks of the triangular web sections. A second chord angle beam is attached to the second side of the cambered beam-joist at the peaks of the triangular web sections. A plate is vertically attached to a center of the top end of the cambered beam-joist. The plate extended longitudinally along the center of the top end of the cambered beam joist portion. The plate includes a distal end having a flange and a recess.