• Title/Summary/Keyword: Low carbon type cement

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Hydration property of Recycled Cement Using Waste Cementitious Powder (폐콘크리트 미분말을 이용하여 제조한 시멘트의 수화특성)

  • Shin, Hyeon-Uk;Song, Hun;Chu, Yong-Sik;Lee, Jong-Kyu
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.11a
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    • pp.47-48
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    • 2014
  • This study is to hydration property of low carbon type recycled cement from waste cementitious powder and cement raw materials. Waste cementitious powder possible to low carbon type recycled cement in small part of additive materials. Also, low carbon type recycled cement using waste cementitious powder is suitable for low heat type cement.

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XRD and Image Analyis of Low Carbon Type Recycled Cement Using Waste Concrete Powder (폐콘크리트 미분말을 이용하여 제조한 저탄소형 클링커의 XRD 및 영상분석)

  • Shin, Hyeon-Uk;Song, Hun;Chu, Yong-Sik;Lee, Jong-Kyu;Park, Dong-Cheon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.05a
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    • pp.252-253
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    • 2014
  • This study is to XRD and image analysis of low carbon type recycled cement from waste concrete powder and cement raw materials. Waste concrete powder possible to low carbon type recycled cement in small part of additive materials. Also, low carbon type recycled cement using waste concrete powder is suitable for ordinary portland cement.

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Hydration Properties of Low Carbon type Low Heat Blended Cement (무기질 자극제를 사용한 탄소배출 저감형 저발열형 혼합시멘트의 수화특성에 관한 연구)

  • Choi, Sung-Woo;Ryu, Deuk-Hyun;Kim, Hun-Sang;Kim, Gyu-Yong
    • Journal of the Korea Institute of Building Construction
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    • v.13 no.3
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    • pp.218-226
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    • 2013
  • Of construction materials, cement and steel are the representative material that carbon dioxide. to reduce carbon emissions in the use of these materials The purpose of this study is low heat type blended cement, which is manufactured using a amount of cement than ordinary low heat blended cement. Low heat blended cement, mixing ratio of 10%, was investigated hydration properties and adiabatic temperature of concrete. The study in order to activate the reaction mineral admixture, a separate source of CaO and $SO_3$ areneeded. gypsum and lime, it expected amount of cement, low-carbon low-heat blended cement could reduce the hydration heat concrete than currentlyused low heat blended cement.

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.

Image and Phase Analysis of Low Carbon Type Recycled Cement Using Waste Concrete Powder (폐콘크리트 미분말을 사용한 저탄소형 시멘트의 조직 및 상분석)

  • Song, Hun;Shin, Hyeon-Uk;Lee, Jong-Kyu;Chu, Yong-Sik;Park, Dong-Chan
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.2 no.4
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    • pp.314-320
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    • 2014
  • Although the cement industry serves as the cornerstone of the construction industry by supplying one of its fundamental materials, it confronts new environmental challenges due to the problem of the $CO_2$ generated from raw materials and fuel used in the cement manufacturing process. Also, concrete structures can be decomposed and reused as construction materials. Simply in terms of the cyclic processing of $CO_2$, recycling waste concrete to manufacture recycled aggregate or recycling waste concrete powder, which is the material for cement can be considered optimally environment-friendly practices. This study contributes to the aim of manufacturing high value added materials that exploits the chemical properties of the waste concrete powder. From the research results, waste concrete powder is feasible to use to produce low carbon type recycled cement.

Mechanical behavior of HPFRCC using limestone calcined clay cement (LC3) and oxygen plasma treated PP fibers

  • Sajjad Mirzamohammadi;Masoud Soltani
    • Structural Engineering and Mechanics
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    • v.89 no.4
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    • pp.349-362
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    • 2024
  • High-performance fiber-reinforced cement composites (HPFRCC) are new materials created and used to repair, strengthen, and improve the performance of different structural parts. When exposed to tensile tension, these materials show acceptable strain-hardening. All of the countries of the globe currently seem to have a need for these building materials. This study aims to create a low-carbon HPFRCC (high ductility) that is made from materials that are readily available locally which has the right mechanical qualities, especially an increase in tensile strain capacity and environmental compatibility. In order to do this, the effects of fiber volume percent (0%, 0.5%, 1%, and 2%), and determining the appropriate level, filler type (limestone powder and silica sand), cement type (ordinary Portland cement, and limestone calcined clay cement or LC3), matrix hardness, and fiber type (ordinary and oxygen plasma treated polypropylene fiber) were explored. Fibers were subjected to oxygen plasma treatment at several powers and periods (50 W and 200 W, 30, 120, and 300 seconds). The influence of the above listed factors on the samples' three-point bending and direct tensile strength test results has been examined. The results showed that replacing ordinary Portland cement (OPC) with limestone calcined clay cement (LC3) in mixtures reduces the compressive strength, and increases the tensile strain capacity of the samples. Furthermore, using oxygen plasma treatment method (power 200 W and time 300 seconds) enhances the bonding of fibers with the matrix surface; thus, the tensile strain capacity of samples increased on average up to 70%.

Engineering properties of low heat concrete depending On low heat binder and the change in W/B (저발열 결합재 및 W/B 변화에 따른 저열콘크리트의 공학적 특성)

  • Kwak, Yong-Jin;Son, Ho-Jung;Kim, Kyoung-Min;Park, Sang-Jun;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2012.05a
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    • pp.69-70
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    • 2012
  • This paper is to investigate the engineering properties of the concrete incorporating different types of low heat generating binders subjected to various W/B. As expected, it is found that increase of W/B resulted in a decrease of hydration heat and compressive strength. It also showed that the application of high early strength and low carbon type mixture had favorable strength development at early and later age, while hydration heat showed rather higher than existing low heat mixture.

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Heating Transferring Charcteristics of Cement Mortar Block with Waste CNT and Conduction Activator (폐CNT와 전도촉진재를 혼입한 시멘트 모르타르 블록의 발열 전도 특성)

  • Koo, Hounchul;Kim, Woon-Hak;Oh, Hongseob
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.2
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    • pp.176-183
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    • 2022
  • High-purity waste CNTs were mixed into cement mortar to manufacture heat-generating concrete that can use low voltage power, and carbon fiber and waste cathode materials were also used improve the conductivity of the mortar. The waste CNTs were analyzed to have a high concentration of multi-walled CNTs, and substituted liquid type waste CNTs were used during mortar mixing in order to increase dispersibility. The temperature change of the mortar with CNT was evaluated when using electric power below DC 24 V in order to utilize a small self-generation facility such as small solar power module when the mortar heats up and to minimize electromagnetic waves. When liquid-type waste CNTs were applied and a voltage of DC 24 V was introduced, it rose to 60 ℃ in a 200 × 100 × 50 mm mortar block specimen. The field applicability of self heating mortar with waste CNT was sufficient and also the amount of change in heat energy in mortar with liquid type waste CNT, carbon fiber and waste cathode materials is more effective compared to it of other variables.

Mineral and Compressive Strength Characteristics of Calcium Silicate and Calcium Sulfoaluminate Mixed Cement in Carbon Dioxide Atmosphere (이산화탄소 분위기에서 칼슘실리케이트와 칼슘설포알루미네이트 혼합시멘트의 광물 및 압축강도 특성)

  • Dae-geun Lee;Sun-Mok Lee;Jung-Jun Park;Ki-Yeon Moon;Kye-Hong Cho;Jin-Sang Cho
    • Resources Recycling
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    • v.32 no.6
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    • pp.10-17
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    • 2023
  • Calcium silicate cement (CSC) is an environmentally sustainable, low-carbon cement and has garnered significant attention in recent studies. However, the pre-curing step required to activate the carbon dioxide reaction and to handle the sample. This study aimed to examine the viability of extending the application of CSC without pre-curing by enhancing initial strength by mixing calcium sulfoaluminate (CSA) fast-hardening cement into CSC. The investigation assessed changes in compression strength and Q-XRD mineral characteristics concerning variations in the mixing ratio of CSC and CSA fast-hardening cement within a carbon dioxide atmosphere. The compressive strength results indicated that the 3-day and 7-day strengths were 14.18 MPa and 22.98 MPa, respectively, under the 50% CSC condition, meeting the type 1 cement KS standard. Mineral characteristics analysis revealed an increase in calcite mineral, a byproduct of the carbon dioxide reaction, contributing to strength enhancement. Even after seven days, substantial quantities of unreacted rankinitene and pseudowollastonite were observed, as well as dicalcium silicate and yeelimite, which are hydrated minerals. This observation was confirmed the possibility of strength improvement after 7 days.

A critical review of slag and fly-ash based geopolymer concrete

  • Akcaoglu, Tulin;Cubukcuoglu, Beste;Awad, Ashraf
    • Computers and Concrete
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    • v.24 no.5
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    • pp.453-458
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    • 2019
  • Today, concrete remains the most important, durable, and reliable material that has been used in the construction sector, making it the most commonly used material after water. However, cement continues to exert many negative effects on the environment, including the production of carbon dioxide (CO2), which pollutes the atmosphere. Cement production is costly, and it also consumes energy and natural non- renewable resources, which are critical for sustainability. These factors represent the motivation for researchers to examine the various alternatives that can reduce the effects on the environment, natural resources, and energy consumption and enhance the mechanical properties of concrete. Geopolymer is one alternative that has been investigated; this can be produced using aluminosilicate materials such as low calcium (class F) FA, Ultra-Fine GGBS, and high calcium FA (class C, which are available worldwide as industrial, agricultural byproducts.). It has a high percentage of silica and alumina, which react with alkaline solution (activators). Aluminosilicate gel, which forms as a result of this reaction, is an effective binding material for the concrete. This paper presents an up-to-date review regarding the important engineering properties of geopolymer formed by FA and slag binders; the findings demonstrate that this type of geopolymer could be an adequate alternative to ordinary Portland cement (OPC). Due to the significant positive mechanical properties of slag-FA geopolymer cements and their positive effects on the environment, it represents a material that could potentially be used in the construction industry.