• Title/Summary/Keyword: Sub-material of cement

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Simulation on the Alternation of Limestone for Portland Cement Raw Material by Steel By-products Containing CaO (CaO 함유 철강 부산물을 활용한 시멘트 원료 석회석 대체 시뮬레이션)

  • Jae-Won Choi;Byoung-Know You;Min-Cheol Han
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.11 no.1
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    • pp.1-8
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    • 2023
  • In this study, to reduce CO2 emission in the cement manufacturing process, we evaluated the limestone that is used as a raw material for cement, substituted with steel slag by the various substituted levels. Based on the chemical composition of each raw materials including limestone, and blast furnace slow cooling slag, converter slag, and KR slag as an alternative raw material, we simulated the optimal cement raw mixture by the substitution levels of limestone. Test results indicated that the steel slags contain a certain level of CaO that can be used as alternative decarbonated raw materials, and it has enough to partially reduce the amount of limestonem. And we estimated the maximum usable levels of each raw material. In particular, it was confirmed that by using a mixture of these raw materials rather than using them one by one, the effect of reducing limestone was increased and CO2 emission from the cement manufacturing process could be reduced.

Effect of the type of resin cement on the fracture resistance of chairside CAD-CAM materials after aging

  • Laura Vitoria Rizzatto;Daniel Meneghetti;Marielle Di Domenico;Julia Cadorin Facenda;Katia Raquel Weber;Pedro Henrique Corazza;Marcia Borba
    • The Journal of Advanced Prosthodontics
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    • v.15 no.3
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    • pp.136-144
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    • 2023
  • PURPOSE. The study objective was to evaluate the influence of the type of resin cement on the flexural strength and load to fracture of two chairside CADCAM materials after aging. MATERIALS AND METHODS. A polymer-infiltrated ceramic network (PICN) and a nanoceramic resin (RNC) were used to produce the specimens. Two types of dual-cure resin cements, a self-adhesive and a universal, were investigated. Bilayer specimens were produced (n = 10) and aged for 6 months in a humid environment before the biaxial flexural strength test (σf). Bonded specimens were subjected to a mechanical aging protocol (50 N, 2 Hz, 37℃ water, 500,000 cycles) before the compressive load test (Lf). σf and Lf data were analyzed using two-way ANOVA and Tukey tests (α = .05). Chi-square test was used to analyze the relationship between failure mode and experimental group (α = .05). RESULTS. The type of resin cement and the interaction between factors had no effect on the σf and Lf of the specimens, while the type of restorative material was significant. RNC had higher σf and Lf than PICN. There was a significant association among the type of cracks identified for specimens tested in Lf and the restorative material. CONCLUSION. The type of resin cement had no effect on the flexural strength and load to fracture of the two investigated CAD-CAM chairside materials after aging.

Strength Development of No Cement Ternary Mortar (3성분계 무시멘트 모르타르의 강도발현 특성)

  • Jung, Yu-jin;Kim, Young-su
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.11a
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    • pp.108-109
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    • 2018
  • Cement is the most widely used but generates a lot of CO2, so we need a material to replace it. Using industrial by-products such as Silica Fume(SF), Blast furnace Slag(BS) and Fly Ash(FA) bring some advantages including CO2 reduction and resource recycling. However, there is a limit to improve performance when using only one material. Therefore, the synergy effects of No cement binary mortar and ternary mortar were analyzed and compared. As a result, No cement ternary mortar had the strength higher than binary mortar. among ternary mortars, the specimen mixed 50% of BS had the highest strength. However, when SF was mixed by 20%, the flowability reduces. so 10% of SF, 40% of FA and 50% of BS is considered as the optimal mixing ratio.

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Strength Characteristic according to the 80℃ Water Curing Time Variation of the Ternary System Inorganic Binder (3성분계 무기결합재의 80℃ 수중양생 시간변화에 따른 강도특성)

  • Lee, Jin-Woo;Lee, Sang-Soo;Song, Ha-Young
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.05a
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    • pp.100-101
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    • 2014
  • The global warming because of the CO2 emission and solution about this emerge as the international enviroment problem. Particularly, it is the absolutely it is needed for reducing the CO2 in the cement industry and harmful material actual condition. And the construction of home and abroad and material manufacturers tries for the technology development for the carbon dioxide and harmful material reduction which the portland cement in manufacture is usually emitted along with the increase of concerns about the environment-friendly concrete and panel. Therefore, in this research, the compressive strength of the inorganic binder and flexural strength tries to be measured in order to draw the inappropriate high temperature cure time of the ternary system inorganic binder using the blast furnace slag, red mud, silica fumewhich is the industrial byproduct with the cement substitute material, and etc.

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Effect of Fineness and SO3 Content of Limestone Mixed Cement on Mortar (석회석 혼합시멘트의 분말도 및 SO3 함량이 시멘트 모르타르에 미치는 영향)

  • In, Byung-Eun;Kim, Jin-Sung;Nam, Seong-Young;Kim, Chun-Sik;Cho, Sung-Hyun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.105-106
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    • 2023
  • Using the limestone powder as material that can alternate the clinker, it seems to get positive effect as filler and enhance workability of cement, but the amount of replacement can affect compressive strength of cement. This study was evaluated the effect of limestone mixed cement fineness and SO3 content on cement mortar. As a result of measuring the compressive strength, it showed 93% compared to the compressive strength of Plain 28 days at fineness 4,400 and SO3 2.6%. It is judged that additional research is necessary to express the strength equivalent to that of Plain.

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Characteristics of Hydration and Correlation on Cement-Based Thermal Insulation Material

  • Kim, Tae Yeon;Jo, Ki Sic;Chu, Yong Sik
    • Journal of the Korean Ceramic Society
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    • v.56 no.5
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    • pp.489-496
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    • 2019
  • Cement-based thermal insulation material was manufactured using OPC, lime, anhydrite, and CSA cement in this study. The morphology and physical properties of the material were analyzed using XRD. All samples had ettringite, Ca(OH)2, and CaCO3 crystals. The XRD peak intensity of the ettringite and Ca(OH)2 slightly increased with an increase in curing time from 3 to 7 days. The compressive strength values at 28 days of specimens 1-8 were in the range of 0.25-0.32 MPa, and the compressive strength values of specimens 3-8 were > 0.3 MPa. The coefficients of correlation between compressive strength and apparent gravity at 7 days and those between compressive strength and ettringite/Ca(OH)2 XRD peak intensity at 28 days were above 0.8. That is, the compressive strength exhibited an influence on apparent gravity at 7 days and on hydrate at 28 days. The thermal conductivity of all specimens was 0.041-0.045 W/mK, and the highest value of thermal conductivity was shown by specimen 5. The coefficient of correlation between apparent gravity and thermal conductivity was 0.84. It was concluded that control of raw materials and hydrates must be considered for manufacturing of insulation materials. The cement-based thermal insulation material in this study could be used in construction fields.

The Influence of P2O5 on the Clinker Mineral Composition and Cement Quality (P2O5가 클링커 광물조성 및 품질에 미치는 영향)

  • Eom, Tae-Hyoung;Kim, Won-Seok;Kim, Chang-Bum;Jeon, Byeong-Yong;Lee, Jong-Ryul
    • Journal of the Korean Ceramic Society
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    • v.44 no.9
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    • pp.483-488
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    • 2007
  • The influence of $P_2O_5$ on clinker mineral composition and the cement quality was investigated. When the sewage sludge was used as a raw material in place of clay, the presence of $P_2O_5$ in sewage sludge affects the mineral composition and the clinker quality. As the $P_2O_5$ concentration in raw mix increases, the burnability of clinker becomes worse and the alite decomposes into belite and free-CaO, so belite increases with the decrease of alite. The early strength of mortar decreases with the increase of $P_2O_5$ concentration. On the other hand, later-age strength increases with the increase of belite content. The setting time of cement was delayed with the $P_2O_5$ concentration above 0.6 wt%.

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.

Optimal Abrasion Conditions for Separating Aggregate and Cement paste for Using Waste Concrete Fine Powder as Decarbonization Raw Material (폐콘크리트 미분말을 탈탄산 원료로 사용하기 위한 골재와 시멘트페이스트 분리의 최적 마쇄 조건 분석)

  • Ha-Seog Kim;Min-Chul Lee
    • Land and Housing Review
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    • v.14 no.4
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    • pp.121-129
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    • 2023
  • In this study, we attempted to reduce CO2 generated during manufacturing by replacing limestone (CaCO3), a carbonate mineral used to produce cement clinker, with a decarbonated raw material to which CO2 is not bound. The raw material for decarbonization was cement paste attached to waste concrete, among various industrial by-products. Waste concrete has cement paste adhered to the aggregate, which cannot be separated efficiently by general crushing and grinding methods. Peeling and grinding methods effectively remove only the cement paste without damaging the original aggregate. The abrasion time, steel ball type, and steel ball ratio were selected as effective factors for Abrasion. An optimal abrasion experiment was conducted to produce waste concrete fine powder containing decarbonated CaO as a cement clinker raw material through an experimental design method. The experiment revealed that the optimal conditions for producing waste concrete fine powder were an abrasion time of 7 minutes, a steel ball size for pulverization of 8 mm, and a steel ball ratio for pulverization of 0.6.

Utilization of Waste Concrete Powder from the Viewpoint of LCA CO2 (LCA CO2 관점에서의 콘크리트 폐석분의 활용방안)

  • Song, Hun;Shin, Hyeon-Uk;Chu, Yong-Sik;Lee, Jong-Kyu;Park, Dong-Cheon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2012.11a
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    • pp.209-210
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    • 2012
  • Cement is an essential material for social infrastructure. Cement production process for cement itself is energy-intensive and requires a large amount of natural resources for fuel and raw materials. This study is to development of recycled cement from waste concrete powder in manufacturing process of recycled aggregate concrete. Recycled cement is low carbon and green growth materials concept for eco friendly construction environment. From the test results, waste concrete powder is same chemical proportion regardless of manufacturing process of recycled aggregate concrete.

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