• Title/Summary/Keyword: low $CO_2$ concrete

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CaO Optimal Classification Conditions for the Use of Waste Concrete Fine Powder as a Substitute for Limestone in Clinker Raw Materials (폐콘크리트 미분말을 클링커 원료의 석회석 대체재로 사용하기 위한 CaO 최적 분급 조건)

  • Ha-Seog Kim;Sang-Chul Shin
    • Land and Housing Review
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    • v.15 no.1
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    • pp.147-156
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    • 2024
  • This study aims to reduce CO2 generated during the manufacturing process by using limestone (CaCO3), a carbonate mineral used in the production of cement clinker, as a decarbonated raw material that does not contain CO2. Among various industrial by-products, we attempted to use cement paste attached to waste concrete. In general, limestone for cement must have a CaCO3 content of at least 80% (CaO, 44% or more) to ensure the quality of cement clinker. However, the CaO content of waste concrete fine powder is about 20% on average, so in order to use it as a cement clinker raw material, the CaO content must be increased to more than 35%. Therefore, by using the difference in hardness of the mineral composition of waste concrete fine powder to selectively crush CaO type minerals with relatively low hardness, classify and sieve, the CaO content can be increased by more than 35%. Accordingly, in this study, we experimentally and statistically reviewed and analyzed the optimal conditions for efficiently separating CaO and SiO2 and other components by selectively pulverizing minerals containing relatively low CaO through a grinding process. As a result of the optimal grinding conditions experiment, it was found that the optimal conditions were a grinding time of less than 5 minutes, a type of material to be crushed of 30 mm, and an amount of material to be crushed of 1.0 or more. However, it is judged that it is necessary to review pulverized materials of mixed particle sizes rather than pulverized products of single particle size.

A Performance Evaluation of Concrete for Low-carbon Eco-friendly PC Box for Near-surface Transit System (저심도 철도시스템 구축을 위한 저탄소 친환경 PC 박스용 콘크리트의 성능 평가)

  • Koh, Tae-Hoon;Ha, Min-Kook;Jung, Ho-Jin
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.5
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    • pp.3587-3595
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    • 2015
  • Low-carbon eco-friendly precast concrete (PC) box structure has been recently was developed as an low-cost infrastructure of near-surface transit system. The concrete of PC box was manufactured by industrial byproducts such as ground granulated blast furnace (GGBF) slag, flyash and rapid-cooling electric arc furnace (EAF) oxidizing slag, its mechanical property and durability were estimated in this study. Based on the mechanical and durability tests, it is found that low-carbon eco-friendly concrete shows high initial compressive strength, more than 90% of design strength (35MPa), and high resistance to salt-attack, chemical- attack and freeze-thaw. Therefore, low-carbon eco-friendly PC box concrete technology is expected to contribute to the railway with low environmental impact.

Experimental Study on Accelerated Carbonation Characteristics of OPC Paste for CSC-Based Low Carbon Precast Concrete Products (CSC 기반 저탄소 콘크리트 2차제품 제조를 위한 OPC 페이스트의 촉진탄산화 특성에 관한 실험적 연구)

  • Yoon, Jun-Tae;Kim, Young-Jin;Sim, Sang-Rak;Ryu, Dong-Woo
    • Journal of the Korea Institute of Building Construction
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    • v.24 no.3
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    • pp.285-295
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    • 2024
  • This study investigated the impact of accelerated carbonation on Ordinary Portland Cement(OPC) paste that had undergone steam curing at 500℃·hr. Two carbonation environments were examined: atmospheric carbonation(1atm, 20% CO2) and pressurized carbonation(5atm, 99% CO2). Chemical analysis using X-ray diffraction(XRD) and Fourier-Transform Infrared spectroscopy(FT-IR) were conducted, along with physical characterization via scanning electron microscopy(SEM) and compressive strength testing. Results indicated that atmospheric carbonation with 20% CO2 concentration significantly densified the internal microstructure of the OPC paste, leading to enhanced compressive strength. Conversely, pressurized carbonation at 5atm with 99% CO2 concentration resulted in rapid densification of the surface structure, which hindered CO2 diffusion into the sample. This limited the extent of carbonation and prevented the improvement of physical properties.

Properties of Low Carbon Type Hydraulic Cement Binder Using Waste Recycle Powder (무기계 재생원료를 사용한 저탄소형 수경성 시멘트 결합재의 특성)

  • Song, Hun;Shin, Hyeon-Uk;Tae, Sung-Ho
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.7 no.1
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    • pp.22-28
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    • 2019
  • Cement is a basic material for the construction industry and it requires high temperature sintering when manufacturing cement. $CO_2$ emissions from raw materials and fuels are recognized as new environmental problems and efforts are underway to reduce them. Techniques for reducing $CO_2$ in concrete are also recommended to use blended cement such as blast furnace slag or fly ash. In addition, the construction waste generated in the dismantling of concrete structures is recognized as another environmental problem. Thus, various methods are being implemented to increase the recycling rate. The purpose of this study is to utilize the inorganic raw materials generated during the dismantling of the structure as a raw material for the low carbon type cement binder. Such as, waste concrete powder, waste cement block, waste clay brick and waste textile as raw materials for low carbon type cement binder. From the research results, low carbon type cement binder was manufactured from the raw material composition of waste concrete powder, waste cement block, waste clay brick and waste textile.

A Review Study on the Application of γ-C2S (γ-C2S 활용에 관한 문헌적 연구)

  • Chen, zheng-xin;Lee, Han-Seung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2016.05a
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    • pp.118-119
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    • 2016
  • γ-C2S is known as a kind of substance that it does not react with water at room temperature. However it could react with the CO2 producing CaCO3 and silica gel as the carbonation products. Thus γ-C2S can be used as a mineral addition to improve the compressive strength and durability of concrete. On the other hand, the manufacture of γ-C2S can give an effective utilization of industrial by-product with low energy consumption and low CO2 emission. This paper aims to summarize the development situation on this field.

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The Comparative Study on the Environmental Impact Assessment of Construction Material through the Application of Carbon Reducing Element - Focused on Global Warming Potential of Concrete Products- (탄소저감요소를 적용한 건설재료의 환경영향평가 비교 연구 - 콘크리트 제품 생산단계에서의 지구온난화 영향을 중심으로-)

  • Cho, Su-Hyun;Chae, Chang-U
    • KIEAE Journal
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    • v.15 no.1
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    • pp.147-154
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    • 2015
  • Environmental impact assessment techniques have been developed as a result of the worldwide efforts to reduce the environmental impact of global warming. By using the quantification method in the construction industry, it is now possible to manage the greenhouse gas is to systematically evaluate the impact on the environment over the entire construction process. In particular, the proportion of greenhouse gas emissions at the production stage of construction material occupied is high, and efforts are needed in the construction field. In this study, intended for concrete products for the construction materials, by using the LCA evaluation method, we compared the results of environmental impact assessment and carbon emissions of developing products that have been applied low-carbon technologies compared to existing products. As a result, by introducing a raw material of industrial waste, showed carbon reduction. Through a comparison of the carbon emission reduction effect of low-carbon technologies, it is intended to provide academic data for the evaluation of greenhouse gases in the construction sector and the development of low-carbon technologies of the future.

Sustainable concrete mix design for a target strength and service life

  • Tapali, Julia G.;Demis, Sotiris;Papadakis, Vagelis G.
    • Computers and Concrete
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    • v.12 no.6
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    • pp.755-774
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    • 2013
  • Considering the well known environmental issues of cement manufacturing (direct and indirect levels of $CO_2$ emissions), clinker replacement by supplementary cementing materials (SCM) can be a very promising first step in reducing considerably the associated emissions. However, such a reduction is possible up to a particular level of SCM utilization, influenced by the rate of its pozzolanic reaction. In this study a (4-step) structured methodology is proposed in order to be able to further adjust the concrete mix design of a particular SCM, in achieving additional reduction of the associated levels of $CO_2$ emissions and being at the same time accepted from a derived concrete strength and service life point of view. On this note, the aim of this study is twofold. To evaluate the environmental contribution of each concrete component and to provide the best possible mix design configuration, balanced between the principles of sustainability (low environmental cost) and durability (accepted concrete strength and service life ). It is shown that such a balance can be achieved, by utilising SCM by-products in the concrete mix, reducing in this way the fixed environmental emissions without compromising the long-term safety and durability of the structure.

Effect of Carbon Dioxide-reduced Cement on Properties of Lightweight-foamed Concrete (이산화탄소 저감형 시멘트 함량에 따른 경량기포 콘크리트의 물성평가)

  • Im, Donghyeok;Lee, Won-Ki
    • Journal of Environmental Science International
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    • v.29 no.6
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    • pp.605-612
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    • 2020
  • To improve the initial strength and stability of lightweight-foamed concrete, which shows suitable sound absorption and insulation characteristics, the effect of CO2-reduced cement on the properties of the concrete was investigated. Various mixing ratios were applied by substituting a certain amount of slag and Calcium Sulfo Aluminate (CSA) in CO2-reduced Ordinary Portland Cement (OPC) and the physical properties of the samples were examined using the Korean Standard. The kiln temperatures of the CSA were 100-200℃ ; these values are lower than those of OPC and can lead to energy saving. In addition, the low limestone content reduces greenhouse gas emissions by 20 %. Adding a small amount of CSA in OPC content activates Ca-Al-H2-based hydrates, and the initial compressive strength of the concrete is improved. As the CSA content increased, the thermal conductivity of the concrete decreased by up to 8% compared to plain concrete, thus indicating an improvement in its insulation. Therefore, the settlement stability was improved as the addition of CSA shortened the setting time.

The Fundamental Properties of Foamed Concrete as the Eco-friendly Ground Repair System for Cast in Site Using the CSA (CSA를 사용한 친환경 지반보수용 현장 기포콘크리트의 기초 특성 검토)

  • Woo, Yang-Yi;Park, Keun-Bae;Ma, Young;Song, Hun-Young
    • Resources Recycling
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    • v.29 no.1
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    • pp.53-61
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    • 2020
  • This study aimed to develop a foam concrete material for a ground repair system that has low strength and low fluidity by using an eco-friendly binder, which substitutes industrial by-products for more than 90% of cement. Basic properties were evaluated after substituting a small amount of calcium sulfo aluminate (CSA) for the binder to improve the sinking depth rate and volume change, commonly found when it had a large amount of industrial by-products. The substitution rates of CSA for the eco-friendly binder used for the foam concrete were 2.5, 5, and 10%. Fresh properties, hardened properties, pore structure, and hydrates were analyzed. Experimental results showed that using only 2.5% of CSA could improve the deep sinking depth which occurred when using an eco-friendly binder. As a result, the weight difference between the upper, middle, and lower parts of cast specimens was improved even after being hardened. The addition of CSA also contributed to the formation of small, uniformly sized closed pores and improved initial strength. However, when the proportion of CSA increased, the long-term strength decreased. However, it satisfied the target strength when 5% or less of CSA was used. The results of this study revealed that it was possible to manufacture foam concrete with low strength and high fluidity for repairing ground satisfying target qualities by adding 2.5% of CSA to the eco-friendly binder containing a large amount of industrial by-products.

Evaluation of Penetration Reinforcing Agent for Aging Preventing & Recovery Capacity of Concrete (표면침투보강제의 콘크리트 열화 방지 및 회복성능 평가)

  • Cho, Myeng-Suk;Song, Young-Chul;Kim, Do-Gyeum;Lee, Jang-Hwa
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05b
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    • pp.321-324
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    • 2006
  • The latest concrete has showed that the deterioration of durability has been increased by the damage from salt, carbonation, freezing & thawing and the others. Therefore, it is needed to protect durability and performance according to the appropriate materials and methods in the concrete structures. In general, several types of polymer and silicate are used as protecting deterioration agents of concrete structures, but these agents have many problems because of low durability and properties. In this study, It developed the deterioration restraining agent using polycondensed silicate and monomer that can block a deterioration cause such as CO2 gas, salt and water from the outside and enhance waterproofing ability by reinforcing the concrete surface when applying it to concrete structures. Also, it evaluated improving concrete performance using a deterioration restraining agent.

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