Bridge Overhang Structure with Rod-Mounted Formwork and Barriers

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Solution Overview

Problem

Existing bridge overhang construction methods are labor-intensive, pose safety risks for workers, and do not provide adequate support during concrete setting.

Innovation Solution

A construction method using rods affixed to the beam, with L-shaped structures and horizontal profiles that serve as formwork and safety barriers, allowing for easy, fast, and safe overhang construction.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If braces and ties are used to support the overhang structure, then structural support is improved, but labor requirements and safety risks increase

Engineering Contradiction:
Improvestructural supportVSAvoidlabor requirements
Core Design Contradiction:
StrengthVSEase of operation

Solution Approach 1:

The patent removes the complex brace and tie system from the overhang support structure. Instead of using multiple braces and ties, the invention uses a simplified system with rods affixed to the beam that directly support the formwork, eliminating the need for additional bracing elements and reducing labor requirements while maintaining structural support.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The rods serve multiple functions: they provide structural support for the overhang, act as attachment points for the formwork, and eliminate the need for separate braces and ties. This multi-functional approach reduces the overall complexity of the support system and decreases labor requirements.

Inventive Principle:
Principle #6Universality (Multi-functionality)

2Stability of the object's composition

If braces and ties are placed to support the overhang, then structural stability is improved, but worker safety risks increase

Engineering Contradiction:
Improvestructural stabilityVSAvoidsafety risks
Core Design Contradiction:
Stability of the object's compositionVSObject-affected harmful factors

Solution Approach 1:

The patent eliminates the braces and ties that create safety hazards by removing them from the support system. The simplified rod-based system provides the same structural stability without requiring workers to be positioned in dangerous locations or handle complex bracing elements.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

Instead of adding more support elements (braces and ties) to improve stability, the invention inverts the approach by reducing the number of support elements to a minimal set of rods that are easier and safer to work with, achieving the same stability with fewer components.

Inventive Principle:
Principle #13The other way round (Inversion)

3Ease of manufacture

If traditional formwork methods are used, then construction is completed, but construction time and labor intensity increase

Engineering Contradiction:
Improveconstruction completionVSAvoidconstruction time
Core Design Contradiction:
Ease of manufactureVSLoss of time

Solution Approach 1:

The formwork system is segmented into modular components that can be quickly assembled and disassembled. The rods are pre-affixed to the beam, and the formwork elements can be independently positioned and secured, allowing for rapid construction completion without time-consuming assembly procedures.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The rods are pre-affixed to the beam before the formwork is installed. This preliminary action eliminates the need for on-site assembly of support structures, reducing construction time and allowing workers to focus only on installing the formwork and pouring concrete.

Inventive Principle:
Principle #10Preliminary action

Data Source

PatentUS12448742B1Overhang structure and construction method for a bridge overhang
Publication Date: 2025.10.21 WEBBER LLC
  • US12448742B1 patent drawing

AI summary

Overhang structure for bridges including a horizontal section (41) and an upwards section (42). The horizontal section (41) has at least one integral horizontal profile (7) at its free end. It may also include a strip made of a malleable material on the lower side of the horizontal section (41). The construction method includes the steps of: placing a set of rods near an outmost edge of an outmost beam; placing the beam on its supports; placing a set of overhang structures on the rods, so the profiles are close to the rods; and affixing the structures to the beams with a retainer in each rod.