Concrete Mixture with Electric Arc Furnace Slag Granules

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Solution Overview

Problem

Current concrete mixtures from group 3, made from demolition granulate, do not possess the strength properties necessary for demanding applications in building construction, limiting their use compared to group 1 and 2 concretes.

Innovation Solution

A concrete mixture is developed with a weight ratio of electro-hub slag granules to mixed breakdown granules between 1:1 and 2:1, which enhances the strength and elasticity of the concrete, allowing it to be used in more demanding applications.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Adaptability or versatility

If Group 3 concrete with mixed demolition granulate is used, then material recycling is improved, but compressive strength is insufficient for demanding applications

Engineering Contradiction:
Improveapplication rangeVSAvoidcompressive strength
Core Design Contradiction:
Adaptability or versatilityVSStrength

Solution Approach 1:

The patent combines electric furnace slag granulate with mixed demolition granulate to create a composite aggregate mixture. This composite approach leverages the beneficial properties of both materials: the strength-enhancing characteristics of EAF slag and the recycling benefits of demolition granulate, achieving compressive strengths suitable for demanding construction applications while maintaining material versatility.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The patent optimizes the weight ratio parameter of EAF slag granulate to mixed demolition granulate within the range of 1:1 to 2:1. By carefully controlling this compositional parameter, the concrete mixture achieves enhanced compressive strength while maintaining adaptability for various construction applications, resolving the contradiction between strength and versatility.

Inventive Principle:
Principle #35Parameter changes

2Strength

If electric furnace slag granulate is added to mixed demolition granulate, then compressive strength increases, but manufacturing complexity increases

Engineering Contradiction:
Improvecompressive strengthVSAvoidmixing process complexity
Core Design Contradiction:
StrengthVSDevice complexity

Solution Approach 1:

The patent specifies a weight ratio range of 1:1 to 2:1 for EAF slag granulate to mixed demolition granulate, providing clear manufacturing guidance. This parameter specification simplifies the mixing process by establishing optimal proportions, reducing the complexity of formulation while achieving enhanced compressive strength.

Inventive Principle:
Principle #35Parameter changes

3Adaptability or versatility

If recycled construction waste is used, then sustainability is improved, but strength properties are insufficient for structural concrete

Engineering Contradiction:
Improveapplication rangeVSAvoidstrength properties
Core Design Contradiction:
Adaptability or versatilityVSStrength

Solution Approach 1:

The patent creates a composite aggregate system combining EAF slag granulate with mixed demolition granulate. This composite material approach enables Group 3 concrete to achieve strength properties comparable to Group 1 and 2 concretes, thereby expanding application range to include structural concrete while maintaining sustainability through recycled waste materials.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

Electric furnace slag granulate acts as an intermediary material that bridges the gap between recycled demolition waste and the strength requirements for structural concrete. The EAF slag provides the necessary strength enhancement while allowing the concrete to maintain its recycled content, thus enabling broader application ranges.

Inventive Principle:
Principle #24Intermediary (Mediator)

Data Source

PatentEP4046975B1Concrete compound and method for producing the same
Publication Date: 2025.04.02 VIGIER MANAGEMENT AG

AI summary

The concrete mixture according to the invention contains aggregates with mixed demolition granules and slag granules, cement, water, and a concrete plasticizer. The aggregates consist of at least 75% by volume of mixed demolition granules and slag granules, and the slag granules are electric arc furnace slag granules. The weight ratio of electric arc furnace slag granules to mixed demolition granules is in the range of a minimum of 1:1 to a maximum of 2:1. The resulting strength properties significantly expand the range of applications for concrete made with mixed demolition aggregates.