• Title/Summary/Keyword: 잉여강도

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Characteristics of Recycled Aggregate Powder Containing Mortar Depending on Grinding Efficiency (분쇄 효율에 따른 순환골재 분말 혼입 모르타르의 특성)

  • Bang, Jinwook;Jang, Youngil;Lee, Jongwon;Mun, Seokho;Chu, Hyunseung
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.2
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    • pp.116-121
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    • 2019
  • In order to evaluating applicability of RAP (recycled aggregate powder) in mortar, in this study, physical and mechanical tests was carried out. Material characteristics of recycled aggregate and RAP were evaluated and the mechanical properties of mortar replaced with RAP were analyzed. Test result of sieve analysis showed that as the milling time increased the fineness modulus was decreased and the distribution of 0.6 mm particle size was found to increase. The fluidity of mortar mixture substituted with RAP tended to increase than Plain mixture. It was result that the increasing fluidity was affected by unreacted surplus water in the mortar as the binder was replaced with RAP. From the compressive strength result of the mortar subjected to RAP, it was found that the RAP was able to replace up to about 10% of unit binder weight although the compressive strength of mortar was decreased as the RAP replacement increased. From the above study, it can be concluded that the physical properties of RAP satisfied the quality standard of aggregate for replacement with fine aggregate. Moreover, in case of the RAP was replaced up to 10% of unit cement weight, it was able to be possible to improve fluidity and compressive strength of mortar.

Design and Construction of the Burj Dubai Concrete Building Project (버즈 두바이 콘크리트 건물의 설계와 시공)

  • Abdelrazaq, Ahmad
    • Magazine of the Korea Concrete Institute
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    • v.20 no.6
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    • pp.28-35
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    • 2008
  • The Burj Dubai Project will be the tallest structure ever built by man; when completed the tower will be more than 700 meter tall and more than 160 floors. While the early integration of aerodynamic shaping and wind engineering considerations played a major role in the architectural massing and design of this multi-use/residential tower, where mitigating and taming the dynamic wind effects was one of the most important design criteria, the material selection for the structural systems of the tower was also a major consideration and required detailed evaluation of the material technologies and skilled labor available in the market at the time Concrete was selected for its strength, stiffness, damping, redundancy, moldability, free fireproofing, speed of construction, and cost effectiveness. In addition, the design challenges of using concrete for the design of the structural system components will be addressed. The focus on this paper will also be on the early planning of the concrete works of the Burj Dubai Project.

Application of Quality Control Procedure to Improve Reliability of GPS Positioning (관측데이터 처리의 품질제어를 통한 GPS 측위의 신뢰성 향상)

  • Lee, Kyeong-Seong;Lee, Hung-Kyu
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.2D
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    • pp.319-327
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    • 2009
  • In order to estimate accurate position by GPS observations, it is prerequisite to define both of the correct function model and the realistic stochastic model. In the case that un-modeled outliers exist in observations, estimates become biased, and their standard deviations are unable to be used as a measure which represents their accuracy. Hence, such outliers should be appropriately removed from the observations before estimating final solutions, so that the accuracy can be maximized with the improvement of the reliability. For this purpose, this research deals with quality control and quality measure computation algorithms for GPS stand-alone positioning. After theoretical studies, all the algorithms have been implemented and tested with real observations. Results of the tests indicate that the reliability of the estimated position is improved by increasing redundancy as well as using good satellite geometry and more realistic stochastic model. Moreover, the adaptation of the quality control procedure enable to improve positioning reliability and accuracy by appropriately excluding outlier in observations.

Estimation of Response Modification Factor and Nonlinear Displacement for Moment Resisting Reinforced Concrete Frames (철근콘크리트 연성 모멘트골조에 대한 반응수정계수와 비선형 변위량의 평가)

  • 김길환;전대한;이상호
    • Journal of the Earthquake Engineering Society of Korea
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    • v.6 no.2
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    • pp.29-37
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    • 2002
  • The purpose of this study is to provide a fundamental data of earthquake resistant design through the estimation of the response modification factor and nonlinear displacement for moment resisting reinforced concrete frames by linear and nonlinear static analysis. The analysis models are designed in accordance with AIK code and then, estimated the response modification factor and nonlinear displacement of the buildings. The parameters such as story numbers(10, 20, 30), plan ratios(1:1, 1:2) and analysis types(2D, 3D) of building structure are chosen for use in this study. After comparing the results of linear and nonlinear static analysis, the response modification factor is obtained as the product of four factors: ductility factor, strength factor, damping factor and redundancy factor. The response modification factor are close to 3.5 in case of 2 span, 4.3 in case of 3 span and 5.0 in case 4 or more span models regardless number of stories and plan ratios. The nonlinear displacement is evaluated from the ratio of story drift angle(nonlinear drift/linear drift). The ratio of story drift angle increases as story numbers increase and the value varies from 5.85 to 9.34.

Optimum Strength and NH4+:NO3- Ratio of Nutrient Solution for Romaine Lettuce Cultivated in a Home Hydroponic System (가정용 수경재배기에서 재배한 로메인상추의 생육에 적합한 양액 강도와 NH4+:NO3-의 비율)

  • Kyungdeok Noh;Byoung Ryong Jeong
    • Journal of Bio-Environment Control
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    • v.32 no.2
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    • pp.97-105
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    • 2023
  • Concentration of nitrogen, one of the major elements, and ratio of two nitrogen forms (NH4+ and NO3-) in the nutrient solution affect the quality and food safety of fresh vegetable produce. This study was conducted to find an appropriate strength and NH4+:NO3- ratio of a nutrient solution for growth and development of a Romaine lettuce (Lactuca sativa L. var. longiflora) 'Caesar Green', a representative leafy vegetable, grown in a home hydroponic system. In the first experiment, plants were grown using three types of nutrient solution: A commercial nutrient solution (Peters) and two strengths (GNU1 and GNU2) of a multipurpose nutrient solution (GNU solution) developed in a Gyeongsang National University lab. Plants grown with the GNU1 and GNU2 had greater shoot length, leaf length and width, and biomass yield than Peters. On the other hand, the root hairs of plants grown with Peters were short and dark in color. Tissue NH4+ content in the Peters was higher than that of the GNU1 and GNU2. The higher contents of NH4+ in this solution may have caused ammonium toxicity. In the second experiment, eight treatment solutions, combining GNU1 and GNU2 solutions with four ratios of NO3- :NH4+ named as 1, 2, 3 and 4 were used. Both experiments showed more growth in the GNU2 group, which had a relatively low ionic strength of the nutrient solution. The growth of Romaine lettuce showed the greatest fresh weight along with low tissue NO3- content in the GNU2-2. This was more advantageous in terms of food safety in that it suppressed the accumulation of surplus NO3- in tissues due to the low ionic trength of the GNU2 subgroup. In addition, this is preferable in that it can reduce the absolute amount of the input of inorganic nutrients to the nutrient solution.

Properties of Retard Type Stabilizing Agent for Reuse of Sludge Water of Ready Mixed Concrete (레미콘 회수수의 재활용을 위한 지연형 안정화제의 특성)

  • Lee Mun-Hwan;Lee Sea-Hyun;Park Young-Shin;Park Jae-Myung
    • Journal of the Korea Concrete Institute
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    • v.17 no.1 s.85
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    • pp.105-112
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    • 2005
  • Stabilizing and rousing sludge water generated from washing truck mixer and batcher plant can resolve inconsistency in quality and improve strength, therefore it is essential to review how to utilize it. This research conducted experiments and studied on solids of sludge water to find out the types of stabilizing agents available in conditions of producing ready mixed concretes in Korea. The result showed that oxy carboxylic acid retarder dedicated for stabilizing sludge water was most effective in decreasing solid. However, the setting time of cement paste was retarded due to surplus reactants, but it did not impede application of ready mixed concretes. When we left the sludge water mixed with stabilizing agent, it has been noted that initial retard effect recovered to the level using just service water in 7${\~}$8 days and that it is effective to use stabilized sludge water in 2${\~}$3 days. On the other hand, saccharic type super retarding agent was also outstanding in applicability by showing similar effect. The sludge water stabilizing agents currently marketed depend on imports, therefore it is necessary to locally manufacture usable stabilizing agents and to review its usability with multi-dimensional view.

Characteristics of ITO with surface treatment by N2, O2, Ar Plasma and UV (질소, 산소, 아르곤 플라즈마와 자외선에 의하여 표면 처리한 ITO의 특성)

  • Bae, Gyeong-Tae;Jeong, Seon-Yeong;Gang, Seong-Ho;Kim, Hyeon-Gi;Kim, Byeong-Jin;Ju, Seong-Hu
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2018.06a
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    • pp.90-90
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    • 2018
  • 디스플레이는 다수의 가로 전극과 세로 전극으로 구성되고, 전극에 신호를 주어 동작하도록 하는 원리이다. 이 디스플레이에는 전기가 통하고 투명한 전극이 필수적으로 사용되고 있고, 대표적인 투명 전극으로 ITO (Indium Tin Oxide)가 있다. ITO 박막은 $In_2O_3$에 Sn을 첨가하여 $Sn^{4+}$ 이온이 $In^{3+}$ 이온을 치환하고 이 과정에서 잉여 전자가 전기전도에 기여하는 구조이다. ITO 박막은 표면 처리 방법에 따라 표면 상태가 크게 변화한다. 플라즈마를 이용한 표면 처리는 환경오염이 적으며 강도, 탄성률 등과 같은 재료의 기계적 특성을 변화시키지 않으면서 표면 특성만을 변화시킬 수 있는 방법으로 알려져 있다[1]. UV (Ultraviolet)를 조사한 표면처리는 ITO 표면의 탄소를 제거하고, 표면 쌍극자를 형성하며, 표면의 조성을 변화시킬 수 있으며, 페르미 에너지 준위를 이동시킬 수 있어 ITO의 일함수를 증가시킬 수 있다[2]. ITO에 대한 다양한 연구가 수행되었음에도 불구하고 보다 다양한 관점에서의 연구가 지속될 필요가 있다. 따라서 본 연구에서는 다양한 조건으로 표면 처리한 ITO 표면의 일함수, 면저항, 표면 형상, 평탄도, 접촉각 등에 대해 알아보고자 한다. 세정한 ITO, 세정 후 UV 처리한 ITO (UV 처리 시간 2분, 4분 6분, 8분), 세정 후 $N_2$, $O_2$, Ar의 공정 가스를 사용하여 Plasma 처리한 ITO로 표면 처리 조건을 변화하였다. 표면 처리한 ITO의 특성은 Kelvin Probe를 이용한 일함수, 물방울 형상의 각도를 측정한 접촉각, AFM (Atomic Force Microscope)을 이용한 평탄도, 가시광선 (380~780 nm) 파장에 대한 투과도와 면저항을 측정하였다. 접촉각은 세정한 ITO의 경우 $45.5^{\circ}$에서 세정 후 UV를 조사한 ITO의 경우 UV 8분 조사 시 $27.86^{\circ}$로 감소하였고, $N_2$, $O_2$, Ar 가스를 사용하여 Plasma 처리한 ITO는 모두 $10^{\circ}$ 미만을 나타내었다. 플라즈마 처리에 의하여 접촉각이 현저하게 개선되었다. ITO의 면저항은 표면 처리 조건에 따라 $9.620{\sim}9.903{\Omega}/{\square}$로 그 차이가 매우 적어 표면처리에 의하여 면저항의 변화는 없는 것으로 판단된다. 가시광선 영역에서의 투과도는 공정 조건에 따라 87.59 ~ 89.39%로 그 차이가 적어 표면처리에 의한 변화를 나타내지는 않은 것으로 판단된다. 표면 처리 조건에 따른 평탄도 $R_{rms}$는 세정한 ITO의 경우 4.501 nm로부터 UV 2, 4, 6, 8분 처리한 경우 2.797, 2.659, 2.538, 2.584 nm로 평탄도가 개선되었다. $N_2$, $O_2$, Ar 가스를 사용하여 플라즈마 처리한 ITO의 경우 평탄도 $R_{rms}$는 2.49, 4.715, 4.176 nm로 사용한 가스의 종류에 따라 다른 경향을 나타내었다. 표면 처리 조건에 따른 평탄도 Ra는 세정한 ITO의 경우 3.521 nm로부터 UV 2, 4, 6, 8분 처리한 경우 1.858, 1.967, 1.896, 1.942 nm를, $N_2$, $O_2$, Ar 가스를 사용하여 플라즈마 처리한 ITO의 경우는 1.744, 3.206, 3.251 nm로 평탄도 $R_{rms}$와 유사한 경향을 나타내었다.

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Synthesis and Application of cPSMA-PSMA Microcapsule Absorbent for Cement Mortars (시멘트 모르타르용 cPSMA-PSMA 마이크로캡슐 흡수제 제조 및 적용)

  • Hwang, Ki-Seob;Jang, Seok-Soo;Jung, Yong-Wook;Lee, Seung-Han;Ha, Ki-Ryong
    • Polymer(Korea)
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    • v.36 no.2
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    • pp.216-222
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    • 2012
  • We synthesized microcapsule absorbent with crosslinked poly(styrene-$alt$-maleic anhydride) (PSMA) as a core and PSMA as a shell by a precipitation polymerization method for the delayed absorption of excess water in cement mortar. cPSMA-PSMAs with core-shell structure were synthesized with ratios of 1/1, 1/2 and 1/3 as core monomer mass to shell monomer mass to control shell thickness. We observed the hydrolysis of PSMA in cement-saturated aqueous solution by a FTIR spectrometer. We observed good core-shell structure microcapsules for 1/2(cPSMA #3), but observed incomplete core-shell structure for 1/1(cPSMA #2) and 1/3(cPSMA #4) of core/shell monomer ratios. The swelling ratio of cPSMA #3 in cement-saturated aqueous solution was increased until 20 min. After that it was decreased until 2 hrs swelling time, and they started to increase again. The viscosities of cement paste with cPSMA #3 microcapsules were very slowly increased until 1 hr and increased fast after 1.5 hrs. Cement mortar with 0.5 wt% cPSMA #1 having only core part showed about 5% increase in compressive strength compared to that of plain cement mortar. cPSMA #3 added cement mortar showed the highest compressive strength with 7% increase.

Synthesis of Surface Crosslinked Poly(sodium acrylate) for Delayed Absorption in Cement Solution (시멘트 수용액에서 흡수 지연을 위한 Crosslinked Poly(sodium acrylate)의 표면 가교)

  • Hwang, Ki-Seob;Jang, Seok-Soo;Jung, Yong-Wook;Lee, Seung-Han;Ha, Ki-Ryong
    • Polymer(Korea)
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    • v.35 no.4
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    • pp.363-369
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    • 2011
  • To study the effect of incorporation of a surface crosslinking layer on a crosslinked poly (sodium acrylate) (cPSA) absorbent with ethylene glycol dimethacrylate CEGDMA), we synthesized several surface crosslinked cPSAs with EGDMA by an inverse emulsion polymerization method to delay the absorption of excess water in concrete, Liquid paraffin was used as a continuous phase. cPSA was synthesized with acrylic acid (AA) neutralized with aqueous 8 M sodium hydroxide solution as a monomer, N,N-methylene bisacrylamide (MBA) as crosslinking agent and ammonium persulfate (APS) and sodium metabisulfite (SMBS) as a redox initiator system by inverse emulsion polymerization. FTIR spectroscopy was used to characterize $Ca^{2+}$ ion interaction with cPSA and cPSA-EGDMAs. The swelling ratios of synthesized absorbents were evaluated from the absorption in deionized water, cement saturated aqueous solution and aqueous solution of calcium hydroxide (pH 12). Equilibrium swelling times for cPSA and surface crosslinked cPSA with EGDMA were 2 and 3 hrs, respectively. We also observed an increase in setting time of the cement and an increase in the compressive strength of mortar by addition of the synthesized cPSA-EGDMA.

Treatment of N, P of Auto-Thermal Thermophilic Aerobic Digestion Filtrate with Struvite Crystallization (Struvite 결정화 반응을 이용한 고온 소화 여과액의 N, P 처리 특성)

  • Choo, Yeon-Duk;Kim, Keum-Yong;Ryu, Hong-Duck;Lee, Sang-Ill
    • Journal of Korean Society of Environmental Engineers
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    • v.33 no.11
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    • pp.783-789
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    • 2011
  • Recently, auto-thermal thermophilic aerobic digestion (ATAD) has a great attention for destruction of wasted sludge biomass in wastewater treatment plant. Reduction of sludge concentration has been successfully achieved with pilot scale ATAD and ceramic filtration process in field condition. However, high concentration of COD, total nitrogen (TN) and total phosphorus (TP) was observed in filtrate, which should be treated before recirculation of filtrate to biological wastewater treatment plant. This study was focused on removal of nitrogen and phosphorus contained in the filtrate of ATAD, using struvite crystallization method. The effect of operational and environmental parameters (such as, N, P and Mg ion concentration and molar ratio, pH, reaction time, agitation strength, seed dosage, and reaction temperature) on the treatment of TN and TP with struvite crystallization were evaluated. Magnesium (as $MgCl_26H_2O$) and phosphorus (as $K_2HPO_4$) ions were, if necessary, added to increase nitrogen removal efficiency by the crystal formation. Average concentration of $NH_4^+-N$ and $PO_4^{3-}-P$ of the filtrate were 1716.5 mg/L and 325.5 mg/L, respectively. Relationship between removal efficiencies of nitrogen and phosphorus and molar ratios of $Mg^{2+}$ and $PO_4^{3-}-P$ to $NH_4^+-N$ was examined. Crystal formation and nitrogen removal efficiencies were significantly increased as increasing molar ratios of magnesium and phosphorus to nitrogen. As molar ratio of $Mg^{2+}:PO_4^{3-}-P:NH_4^+-N$ were maintained to 2 : 1 : 1 and 2 : 2 : 1, removal efficiencies of nitrogen and phosphorus were 71.6% and 99.9%, and 93.8% and 98.6%, respectively. However, the effect of reaction time, mixing intensity, seed dose and temperature on the struvite crystallization reaction was not significant, comparing to those of molar ratios. Settled sludge volume after struvite crystallization was observed to be reduced with increase of seed dose and to be increased at high temperature.