Segmented Corbel with Bolted Joint and Reinforcement Anchoring

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Solution Overview

Problem

Existing structural support systems for concrete elements, such as those involving precast concrete beams on concrete piles, lack robustness and are prone to disproportionate collapse.

Innovation Solution

A corbel system with a first support part cast into a concrete structural element and a second support part fastened by bolts, featuring reinforcement rods that extend into the concrete, providing enhanced anchoring and tensile reinforcement to prevent disproportionate collapse.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If a simple bracket fastened to a concrete pile is used to support a structural element, then the device complexity is low, but the reliability and robustness are insufficient, leading to potential disproportionate collapse

Engineering Contradiction:
ImproverobustnessVSAvoiddevice complexity
Core Design Contradiction:
ReliabilityVSDevice complexity

Solution Approach 1:

The corbel is divided into two distinct support parts: a first support part cast into the concrete pile and a second support part fastened to the first support part. This segmentation allows each part to perform its specific function optimally while maintaining overall system robustness without excessive complexity.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The corbel combines different materials and connection methods: concrete (first support part), steel (second support part and reinforcement rods), and mechanical fastening (bolts). This composite approach creates a more robust connection system that prevents disproportionate collapse while maintaining reasonable device complexity.

Inventive Principle:
Principle #40Composite materials

2Strength

If reinforcement rods are attached to extend into the first structural element, then the strength and anchoring capability are improved, but the ease of manufacture decreases

Engineering Contradiction:
ImprovestrengthVSAvoidease of manufacture
Core Design Contradiction:
StrengthVSEase of manufacture

Solution Approach 1:

The reinforcement rods are attached to the second support part before the first structural element is placed. This preliminary action allows the rods to be positioned and prepared in advance, improving strength and anchoring capability while maintaining ease of manufacture by sequencing operations logically.

Inventive Principle:
Principle #10Preliminary action

3Adaptability or versatility

If the second support part is fastened by bolts to allow position adjustment, then the adaptability is improved, but the strength of the connection may be reduced

Engineering Contradiction:
ImproveadaptabilityVSAvoidstrength
Core Design Contradiction:
Adaptability or versatilityVSStrength

Solution Approach 1:

The connection system is segmented into the bolted joint between support parts and the reinforcement rod anchorage into the structural element. This segmentation allows the bolted portion to provide adjustability while the reinforcement rods provide the necessary strength, resolving the contradiction between adaptability and strength.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The connection combines mechanical fastening (bolts for adjustability) with reinforcement rod anchorage (for strength). This composite connection system achieves both adaptability through bolt positioning and strength through the reinforcement rods extending into the concrete.

Inventive Principle:
Principle #40Composite materials

Data Source

PatentEP3967816A1Corbel, method and arrangement for supporting a first structural element at a second structural element
Publication Date: 2022.03.16 PEIKKO GROUP
  • EP3967816A1 patent drawingFigure 1~2
  • EP3967816A1 patent drawingFigure 3~4
  • EP3967816A1 patent drawingFigure 5~6

AI summary

Presented is a corbel (1) for supporting a first structural element (2) at a second structural element (3) and a method and an arrangement. The corbel (1) comprises a first support part (4) configured to be cast into second structural element (3), and a second support part (5) that is fastened by bolts (6) to the first support part (4) and on which second support part (5) the first structural element (2) is configured to be supported. Reinforcement rods (9) are attached to the first support part (4) and extend from the first support part (4) on opposite sides of the second support part (5) beyond the second support part (5) so that the reinforcement rods (9) are configured to extend into concrete of the first structural element (2).