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Partial Replacement of Cement with Silica Fume in the Production of Geopolymer Concrete

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Partial Replacement of Cement with Silica Fume in the Production of Geopolymer Concrete

ORDINARY APPLICATION

Published

date

Filed on 8 November 2024

Abstract

The present invention relates to the field of a ustainable construction practices, driven by the need to mitigate the environmental impact of traditional cement-based concrete production. Geopolymer concrete (GPC) presents an innovative solution, leveraging industrial by-products as partial substitutes for cement to produce a material that is both durable and environmentally friendly. One promising substitute is silica fume, a by-product of silicon and ferrosilicon production, known for its high silica content and pozzolanic properties. This unique composition makes silica fume an effective component in enhancing the mechanical and durability characteristics of GPC. The use of silica fume in GPC not only improves mechanical properties such as compressive and tensile strengths but also contributes to a denser, more cohesive microstructure, particularly at higher replacement percentages. This improved microstructure results in a material with increased strength, ideal for demanding construction applications. Furthermore, through careful experimentation, an optimized mix of silica fume has been identified, balancing strength improvements with considerations of cost and workability, making it a practical choice for real-world applications. Incorporating silica fume as a partial cement substitute aligns with the principles of sustainable construction by reducing the reliance on traditional cement, thus lowering carbon emissions. It also supports waste valorization by repurposing industrial by-products. Consequently, silica fume-enhanced GPC emerges as a durable and competitive alternative, suitable for sustainable infrastructure projects aiming to minimize their environmental footprint. Brief Description Geopolymer concrete (GPC) is an innovative material that has gained significant attention as a sustainable alternative to traditional Portland cement-based concrete. Unlike conventional concrete, which relies on cement as its primary binder, GPC uses industrial by-products rich in aluminosilicate materials—such as fly ash, silica fume, and slag—activated by alkaline solutions. This process not only reduces the demand for cement but also minimizes the environmental impact by repurposing industrial waste. GPC is thus well-aligned with global efforts to reduce carbon emissions, as cement production accounts for approximately 8% of global CO₂ emissions. Silica fume is a by-product of the production of silicon and ferrosilicon alloys. It consists of ultra-fine particles that are high in silicon dioxide (SiO₂), usually above 85% by weight. Silica fume possesses excellent pozzolanic properties, which means that it can react with calcium hydroxide in the presence of moisture to form additional cementitious compounds. When incorporated into GPC, silica fume contributes to a dense, cohesive matrix that enhances the strength and durability of the concrete. Fig 1: Schematic diagram of silica fume production. Replacing a portion of cement with silica fume significantly reduces the CO₂ emissions associated with concrete production. Silica fume, an industrial by-product, is essentially “recycled” in this process, which minimizes the carbon footprint of the concrete and aligns with sustainable construction practices. The fine particle size and high reactivity of silica fume lead to a denser concrete matrix, which enhances compressive and tensile strengths. Silica fume fills the voids within the concrete, reducing porosity and leading to a more robust material. The use of silica fume improves the concrete’s resistance to sulfate attack, chloride penetration, and other environmental factors. This enhanced durability is particularly beneficial for structures exposed to aggressive conditions, such as coastal areas or industrial zones. To evaluate the impact of silica fume on GPC, experiments are typically conducted using different percentages of silica fume (e.g., 5%, 10%, 15%, and 20% by weight of cement). Each mix is assessed based on parameters such as compressive strength, tensile strength, flexural strength, and durability under various curing conditions (e.g., ambient curing, heat curing). The aim is to determine an optimal replacement percentage that provides maximum strength and durability without compromising workability. The following are the steps in Mix Design: Specific quantities of fly ash, silica fume, aggregates, and alkaline solution (e.g., a mixture of sodium hydroxide and sodium silicate) are carefully measured. Materials are mixed thoroughly to ensure even distribution of the silica fume within the geopolymer matrix. Samples are cured under controlled conditions to activate the geopolymerization process, which is essential for achieving desired strength properties. Results and Discussion The results from experimental studies on silica fume-enhanced GPC typically reveal several trends: Silica fume’s pozzolanic activity contributes to a denser microstructure, resulting in higher compressive and tensile strengths. Studies show that GPC with up to 15% silica fume replacement achieves significant strength gains compared to conventional concrete. While silica fume is highly reactive and can improve strength, it also has a high surface area, which may reduce workability. Thus, an optimal level of replacement (usually around 10-15%) is identified to balance strength gains with workability and ease of application. Silica fume-modified GPC demonstrates superior resistance to chloride ion penetration and sulfate attack, which helps protect steel reinforcements in reinforced concrete applications. This makes it suitable for infrastructure exposed to harsh environments, such as marine structures, bridges, and industrial facilities. Challenges and Considerations The fine particle size of silica fume can make GPC mixes sticky, reducing flowability. To mitigate this, superplasticizers or other admixtures may be added to maintain workability. While silica fume is often cheaper than cement, it can still add to the cost of GPC. The ideal mix should therefore balance cost with desired mechanical and durability properties. GPC typically requires heat curing to activate the geopolymerization process fully. However, for practical applications, ambient curing or other curing methods may need to be optimized to make GPC more versatile for large-scale use. Environmental and Economic Impacts Using silica fume as a partial cement replacement in GPC offers significant environmental benefits. The approach reduces cement demand, repurposes industrial waste, and extends the life of structures due to enhanced durability, which lowers maintenance and repair costs over time. Moreover, the development of a strong, durable alternative to traditional concrete can lead to long-term cost savings and a reduction in resource consumption, contributing to the sustainability of the construction industry. Conclusion The partial replacement of cement with silica fume in geopolymer concrete provides a promising pathway toward sustainable construction. Silica fume enhances GPC’s mechanical properties, durability, and environmental performance, making it a compelling alternative for modern infrastructure. By optimizing the mix design, silica fume-modified GPC can achieve the strength, workability, and resilience required for various structural applications, ultimately supporting global efforts to reduce the carbon footprint of construction practices.

Patent Information

Application ID202441086260
Invention FieldCHEMICAL
Date of Application08/11/2024
Publication Number46/2024

Inventors

NameAddressCountryNationality
AmbreshwarAssistant Professor Department of Civil Engineering, Guru Nanak Dev Engineering College, Bidar-585403. ambrIndiaIndia
Dr. Satish KAssociate Professor, Department of Chemistry, Acharya Institute of Technology. Bengaluru KarnatakaIndiaIndia
Brunda G SAssistant Professor, Department of Civil Engineering, Acharya Institute of Technology, Soladevanhalli, Bangalore, Karnataka - 560107IndiaIndia
Peddireddy Sreekanth ReddyAssistant Professor, Department of Civil Engineering, Acharya Institute of Technology, Soladevanhalli, Bangalore, Karnataka-560107IndiaIndia
Girish HDepartment of ECE, Cambridge Institute of Technology, KR Puram, BenglauruIndiaIndia

Applicants

NameAddressCountryNationality
Girish H147, Sri Gangadhareshwara Nilaya, 3rd Cross, Nagasandra Post, Nelagadaranahalli, Bengaluru-560073IndiaIndia
AmbreshwarAssistant Professor Department of Civil Engineering, Guru Nanak Dev Engineering College, Bidar-585403. ambrIndiaIndia
Dr. Satish KAssociate Professor, Department of Chemistry, Acharya Institute of Technology. Bengaluru KarnatakaIndiaIndia
Brunda G SAssistant Professor, Department of Civil Engineering, Acharya Institute of Technology, Soladevanhalli, Bangalore, Karnataka - 560107IndiaIndia
Peddireddy Sreekanth ReddyAssistant Professor, Department of Civil Engineering, Acharya Institute of Technology, Soladevanhalli, Bangalore, Karnataka-560107IndiaIndia

Specification

Description:1. Traditional concrete production is energy-intensive and contributes significantly to global carbon emissions. Geopolymer concrete (GPC) offers an eco-friendly alternative by reducing cement usage and incorporating industrial by-products.
2. Silica fume, a by-product from silicon and ferrosilicon production, is identified as a viable partial replacement for cement in GPC due to its high silica content and pozzolanic properties.
3. The inclusion of silica fume in GPC improves its compressive and tensile strengths, particularly at higher replacement percentages, as silica fume contributes to a denser and more cohesive microstructure.
4. The study identifies an optimal percentage of silica fume that maximizes strength gains while maintaining workability and cost-effectiveness.
5. By reducing reliance on cement and utilizing industrial by-products, silica fume-enhanced GPC supports sustainable construction practices and offers a durable, competitive alternative for infrastructure projects.
6. The modified GPC shows enhanced durability, making it more resistant to environmental degradation compared to traditional concrete.
, Claims:The production of conventional concrete is energy-intensive and contributes significantly to global carbon emissions due to the high cement content involved. Geopolymer concrete (GPC) has emerged as an eco-friendly alternative, substituting cement with industrial by-products like fly ash, silica fume, and other aluminosilicate materials. This study explores the partial replacement of cement with silica fume in GPC to enhance its mechanical properties and durability while reducing environmental impact. Silica fume, a by-product of silicon and ferrosilicon production, is rich in silica and has excellent pozzolanic properties, which contribute to the increased strength and durability of concrete.

Experiments were conducted to evaluate the performance of GPC mixes with varying percentages of silica fume (5%, 10%, 15%, and 20%) as a partial cement replacement. The mixes were tested for compressive strength, tensile strength, flexural strength, and durability under different curing conditions. Results showed that silica fume-enhanced GPC demonstrated improved compressive and tensile strength, especially at higher replacement levels, owing to the dense microstructure facilitated by silica fume's pozzolanic activity. The optimum replacement level was identified, balancing strength gains with workability and cost considerations.

This study concludes that silica fume is a viable and sustainable partial replacement for cement in geopolymer concrete, with positive effects on strength and durability. It promotes sustainable construction practices by reducing cement usage and utilizing industrial by-products, making GPC a competitive alternative for sustainable infrastructure.

Documents

NameDate
202441086260-COMPLETE SPECIFICATION [08-11-2024(online)].pdf08/11/2024
202441086260-DECLARATION OF INVENTORSHIP (FORM 5) [08-11-2024(online)].pdf08/11/2024
202441086260-DRAWINGS [08-11-2024(online)].pdf08/11/2024
202441086260-FORM 1 [08-11-2024(online)].pdf08/11/2024
202441086260-FORM-9 [08-11-2024(online)].pdf08/11/2024
202441086260-REQUEST FOR EARLY PUBLICATION(FORM-9) [08-11-2024(online)].pdf08/11/2024

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