• Title/Summary/Keyword: water reducing ratio

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The Study on High Performance of Offshore Concrete Using Crushed Stone Fines (쇄석미분말을 사용한 해양콘크리트의 고성능화에 관한 연구)

  • Chang, Chun-Ho;Jung, Yong-Wook
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.15 no.2
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    • pp.135-142
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    • 2009
  • This study investigates the characteristic properties of strength, flowability, durability and drying shrinkage to control strength and to reduce heat of hydration of high performance concrete using crushed stone fines. According to the experimental results, when crushed stone fines are increased every 10%, $10{\sim}15%$ of compressive strength is decreased and flowability of high performance concrete is effectively improved due to the decrease of modulus of deformation and confined water ratio. When crushed stone fines are replaced every 10%, $4^{\circ}C$ of the highest adiabatic temperature rise is decreased by reducing the unit cement. However, 5% of drying shrinkage is increased in the same condition In the meantime, durability of high performance concrete is excellent, having over 100% of good relative dynamic modulus of elasticity due to fineness of formation mused by the increase of the unit powder content and the improvement of flowability, without regard to the replacement of crushed stone fines. Therefore, It can be said that the usage of crushed stone fines can control the strength of high performance concrete by replacement and reduce heat of hydration.

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Research on Comparative Analysis of Environment-friendly Features in the case of home and overseas Apartment house applied by Environment-friendly Factors (친환경 요소가 적용된 국내외 공동주택 사례의 친환경성 비교 분석 연구)

  • Woo, So-Yeon;Nam, Kyoung-Sook
    • Korean Institute of Interior Design Journal
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    • v.20 no.5
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    • pp.170-177
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    • 2011
  • Recently, there has been increasing concern for green growth and environment-friendly construction work is being revitalized; hereupon this study is going to understand the present situation of environment -friendly features of the apartment house through the case study of environment-friendly apartment house in and outside the country, and to suggest the developmental direction of the domestic apartment house. First, this study is to look into respective environment-friendly factors by considering the theoretical background of environment-friendliness and certification of environment-friendly structures, and analyzing the cases of apartment house in and outside the country. This study selected as the survey target the apartment buildings located at 5 places which were completed after 2003 and obtained the domestic 'Green Building Certification Criteria'[hereinafter, GBCC] in metropolitan areas in domestic cases and the survey target to the apartment building at 5 places which were completed after 2003 and obtained the US 'Leadership in Energy and Environment Design' [hereinafter, LEED] in overseas cases. For comparative analysis of each case, this study evaluated each case twice using GBCC and LEED to be more objective in evaluation. As a result, it was found that domestic cases focused on nature-friendly landscaping and the use of the certified products while overseas cases focused on minimizing the environmental impact such as raising the energy reduction ratio and reducing water resources and consumption of resources. Accordingly, there seems to be a need for practical energy-reduction & resources-saving scheme in order for domestic environment-friendly apartment buildings to reach the level of the LEED certification.

Mechanical Properties of Ultra High Strength Concrete Using Ternary Blended Cement (3성분계 혼합시멘트를 사용한 초고강도 콘크리트의 역학적 특성)

  • Kim, Jin Bong;Shin, Ki Su;Park, Ki Bong
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.16 no.6
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    • pp.56-62
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    • 2012
  • The results presented in this paper form part of an investigation into the optimization of a ternary blended cementitious system based on ordinary Portland cement (OPC)/blast furnace slag(BFS)/fly ash(FA) for the development of ultra high strength concrete. Concrete covering a wide range of BFS/FA blending proportions were investigated. Compressive strength at the ages of 3, 7 and 28 days for concrete specimens containing 0%, 10%, 20% and 30%FA along with 0%, 30%, 40% and 50%BFS as partial cement replacement at a water-binder ratio of 0.18 were investigated. Tests on porosity and pore size distribution were conducted using mercury intrusion porosimetry. The results show that the combination of FA10 and BFS30 can improve both short- and long-term properties of concrete as results of reducing of pores larger than 50nm.

Survey on the Current Status of Ecocentric Environmental Education in Korean Alternative Schools (대안학교의 생태중심주의 환경교육 실태 조사)

  • Kim, Youngjoo;Cha, Jeongho;Cheong, Cheol;Lee, Jung Ho
    • Journal of Science Education
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    • v.34 no.2
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    • pp.320-326
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    • 2010
  • This study explored the current status of ecocentric environmental education in alternative schools. We analyzed the aims, curriculum, environmental activities of 42 alternative schools in Korea from their homepages and guidebooks. For more information, additional interviews with teachers were also conducted. As a resuts, the ratio of schools aiming ecologism were relatively low, however, 36 (85.7%) of 42 alternative schools included ecologism in their educational goals directly or indirectly. 39 schools included an environmental education in their curriculum, and 3 environmental class was opened in a week on the average. The most frequently used environmental activity in alternative schools was "recycling of solid wastes", and then "reducing use of disposable products", and "using environment-friendly, and recycled products" were followed. "Using water-purifier tank" and "using alternative energy" were also practiced. Educational implications of results were discussed.

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Sediment Transport Calculation Considering Cohesive Effects and Its Application to Wave-Induced Topographic Change (점착력을 고려한 표사유동 수치모델의 제안과 파랑에 의한 지형변동의 적용성 검토)

  • Cho, Yong Hwan;Nakamura, Tomoaki;Mizutani, Norimi;Lee, Kwang-Ho
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.25 no.6
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    • pp.405-411
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    • 2013
  • A sediment transport calculation considering cohesive force is proposed to deal with the transport phenomena of cohesive sediment. In the proposed calculation, each sand particle is assumed to be surrounded by a thin layer of mud. The critical Shields parameter and bed-load sediment transport rate are modified to include the cohesive force acting on the sand particle. The proposed calculation is incorporated into a two-way coupled fluid-structure-sediment interaction model, and applied to wave-induced topographic change of artificial shallows. Numerical results show that an increase in the content ratio of the mud, cohesive resistance force per unit surface area and water content cause increases in the critical Shields parameter and decreases in the bed-load sediment transport rate, reducing the topographic change of the shallow without changing its trend. This suggests that mixing mud in the pores of the sand particles can reduce the topographic change of shallows.

Effects of $NaBH_4$ and laponite on the stability of colloidal Ag nanoparticles (나노 은 콜로이드 입자의 안정성에 대한 $NaBH_4$ 및 Laponite의 영향)

  • Lee, Jung-Baek;Kim, Dong-Hwan;Seo, Jae-Seok;Kim, You-Hyuk
    • Journal of the Korean Crystal Growth and Crystal Technology
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    • v.16 no.6
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    • pp.250-255
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    • 2006
  • The synthesis and characterization of silver colloidal nanoparticles by chemical reduction of silver ions in aqueous $AgNO_3$ using sodium borohydride $(NaBH_4)$ as the reducing agent are described. The experimental conditions for aggregation and paricle size of nanosilver particles in water is investigated in terms of concentration of $NaBH_4$, reaction temperature, dropping rate of $AgNO_3$ and concentration of laponite. Stable nanosilver sol is obtained at three molar ratio of $NaBH_4/AgNO_3$ in conditions of without laponite. The size of nanosilver particles is increased as the reaction temperature is increased. The large size of nanosilver sol is obseved as the dropping rate of $AgNO_3$ is increased due to the aggregation of initial high local concentration of nanosilver particles. Stable nanosilver sol at high temperature $(>\;100^{\circ}C)$ can be prepared when laponite is used as protective colloid.

Improving Quality of Eco-Mortar Incorporating Blast Furnace Slag and Recycled Aggregate Depending on Replacement Gypsum and Cement (고로슬래그 미분말과 순환잔골재를 사용하는 친환경 모르타르에 탈황석고 및 시멘트에 의한 품질향상)

  • Baek, Byung Hoon;Han, Cheon-Goo
    • Journal of the Korea Institute of Building Construction
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    • v.15 no.2
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    • pp.193-199
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    • 2015
  • As a solution of both environmental issue of reducing carbon dioxide emission and sustainable issue of exhausting natural resources, in concrete industry, many research on recycling various by-products or industrial wastes as the concrete materials has been conducted. The aim of this research is feasibility analysis of additional reaction with ordinary Portland cement and flue gas desulfurization gypsum based on the blast furnace slag and recycled fine aggregate based mortar to achieve the normal strength range. Consequently, in the case of mortar replaced 10% FGD and 30% OPC for BS, 80% of plain OPC mortar's compressive strength was achieved. Furthermore, when the water-to-binder ratio is decreased to keep the practically similar level of flow, it is expected to be achieve the equivalent compressive strength to plain OPC mortar.

Survey of the Land-Cover Type Pattern in High-rise Building (초고층 건축물 외부공간의 토지피복 변화에 관한 연구)

  • Hong, Suk-Hwan;Han, Bong-Ho;Kim, Hong-Soon
    • Journal of the Korean Institute of Landscape Architecture
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    • v.40 no.2
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    • pp.15-23
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    • 2012
  • This study was accomplished by analyzing the change of land cover pattern in high-rise buildings in Korea. For this study, we selected 15 locations of high-rise buildings. The ratio of average building coverage and paved area was 79.7%, and both green and water area were low, relatively. The biotope area factor of the site showed low percentage by 15.90% due to the underground space development. As a result of correlation analysis between the time of construction and land-cover type, building coverage has been decreased according to the stream of time. However, biotope area factor has been increased And, the paved area has m correlation. It was identified that reducing paved area is effective to enhance the ecological functions of a high-rise building outdoor.

Surface Cover Effect for Reducing Nitrogen Load in Organic Farming Fields using APEX Model (APEX 모형을 이용한 유기농경지에서의 질소 부하량 저감을 위한 지표피복 효과)

  • So, Hyunchul;Jang, Taeil;Kim, Dong-Hyeon;Seol, Dong-Mun;Yoon, Kwangsik
    • Journal of The Korean Society of Agricultural Engineers
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    • v.60 no.5
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    • pp.55-67
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    • 2018
  • The objectives of this study were to monitor organic farming upland compared with conventional upland field and to evaluate nutrient loads reduction of surface cover effect with long-term historical climate data. APEX(Agricultural Policy Environmental eXtender) model was validated with experimental data and used for assessing surface cover scenarios for 30-year simulation periods. The validated values of RMSE(Root Mean Square Error), RMAE(Root Mean Absolute Error), $R^2$ and E(Nash-Sutcliffe efficiency) for runoff were 1.17-1.37 mm/day, 0.28-0.45 mm/day, 0.88-0.90 and 0.82-0.94 in two treatments, respectively. Those for water quality (nitrogen) were 0.05-0.16 kg/ha, 0.52-0.75 kg/ha, 0.67-0.72 and 0.32-0.70 in two treatments, respectively, and therefore the validated model showed good agreement with the observed runoff and nitrogen load for the study period. When decreasing the surface cover rate of organic farming field to 75%, 50%, 25%, and 0% (conventional field), average annual runoff increased by 7%, 15%, 23% and 31%, respectively. Under same condition of decreasing the surface cover rate, average annual nitrogen loads increased by 1.4 times, 1.7 times, 2.0 times, and 2.3 times compared with organic farming field, respectively. This study showed that it is possible to present an appropriate surface cover ratio to maintain conventional production and minimize nonpoint sources pollution for organic farming system, although long-term monitoring is needed to determine its effects on environmental concerns, crop competition, and other uncertainty.

An Experimental Study on Charateristics of Autogenous Shrinkage of HPFRCC considering Early Age Coefficient of Thermal Expansion (초기재령에서 열팽창계수를 고려한 고성능 섬유보강 시멘트 복합체의 자기수축 특성에 관한 실험적 연구)

  • Park, Jung-Jun;Moon, Jae-Heum;Park, Gi-Joon;Lee, Jang-Hwa;Kim, Sung-Wook
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.5
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    • pp.3602-3609
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    • 2015
  • HPFRCC is characterized by a very low water-to-binder ratio which induce extremely large autogenous shrinkage at early age. The restriction of such autogenous shrinkage through the use of forms and reinforcing bars will increase substantially the risk of excessive residual stresses and shrinkage cracking. The exact understanding of the shrinkage behavior and studies on solutions to reduce shrinkage should be imperatively undertaken for further application of HPFRCC to real structures. Therefore, this paper investigated the mechanical properties of HPFRCC with respect to the eventual introduction of expansive admixture(EA) and shrinkage reducing agent (SRA) in the mixture. Autogenous shrinkage test was conducted considering the coefficient of thermal expansion (CTE) measured at early age so as to examine the effects of EA and SRA on the autogenous shrinkage behavior of HPFRCC.