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Properties of Photocurrent and Growth of $CuInSe_2$ single crystal thin film ($CuInSe_2$ 단결정 박막 성장과 광전류 특성)

  • S.H. You;K.J. Hong
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2003.03a
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    • pp.83-83
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    • 2003
  • The stochiometric mix of evaporating materials for the CuInSe$_2$ single crystal thin films was prepared from horizontal furnace. To obtain the single crystal thin films, CuInSe$_2$ mixed crystal was deposited on thoroughly etched semi-insulating GaAs(100) substrate by the Hot Wall Epitaxy (HWE) system. The source and substrate temperature were 62$0^{\circ}C$ and 41$0^{\circ}C$, respectively. The crystalline structure of single crystal thin films was investigated by the photoluminescence and double crystal X-ray diffraction (DCXD). The carrier density and mobility of CuInSe$_2$ single crystal thin films measured from Hall effect by van der Pauw method are 9.62$\times$10$^{16}$ cm$^{-3}$ , 296 $\textrm{cm}^2$/V.s at 293 K, respectively From the photocurrent spectrum by illumination of perpendicular light on the c-axis of the CuInSe$_2$ single crystal thin film, we have found that the values of spin orbit splitting ΔSo and the crystal field splitting ΔCr were 6.1 meV and 175.2 meV at 10 K, respectively. From the photoluminescence measurement on CuInSe$_2$ single crystal thin film, we observed free excition (Ex) existing only high quality crystal and neutral bound exiciton (D$^{\circ}$,X) having very strong peak intensity. Then, the full-width-at -half-maximum(FWHM) and binding energy of neutral donor bound excition were 7 meV and 5.9 meV, respectivity. By Haynes rule, an activation energy of impurity was 59 meV.

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Basic Characteristics of Slag Cement using CO2 Fixed Desulfurized Gypsum (CO2 고정 탈황석고를 사용한 슬래그 시멘트의 기초적 특성)

  • Chun-Jin Park;Jong-Ho Park;Sung-Kwan Seo
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.11 no.1
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    • pp.25-31
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    • 2023
  • In this study, the basic properties of CO2 immobilized desulfurized gypsum (CFBG) and the possibility of being used as a stimulus for slag cement were reviewed, and performance evaluation was conducted through a concrete mixing test. The main components of CFBG were CaO and SO3, and CaO and SO3 increased as the drying temperature increased. The moisture content of undried CFBG was 15.7 %, the drying temperature was 1.7 % and the drying temperature was 0.03 % at 105 ℃. Mortar using CFBG tended to have a lower flow value as the drying temperature increased, and the compressive strength was equivalent to that of the FGB use mixture. As a result of the concrete experiment using CFBG SC, both slump and air volume satisfied the target range after 60 minutes, and the compressive strength tended to increase overall compared to the ternary binder mixture.

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.

Analysis of Heavy Metal Concentration in Construction By-Products using Laser-Induced Breakdown Spectroscopy and Membrane Techniques (레이져 유도 플라즈마 분광법(LIBS)과 멤브레인을 활용한 건설용 부산물 내 중금속 분석에 관한 연구)

  • Park, Won-Jun
    • Journal of the Korea Institute of Building Construction
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    • v.23 no.2
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    • pp.113-121
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    • 2023
  • In this study, the applicability and reproducibility of laser induced breakdown spectroscopy(LIBS) for heavy metal analysis in clinker and 5 types of by-products(crushed stone sludge, blast furnace slag, steel slag, waste concrete sludge, bottom ash) were experimentally reviewed. As a result of ICP-MS, XRF, and LIBS analysis of the six samples, the difference between ICP and XRF was confirmed in the quantitative analysis, but the LIBS analysis showed a difference by element from the standard analysis, and only qualitative analysis of the sample was possible. LIBS analysis wavelength was set for three types of heavy metals(Cd - 214.44nm, Pb - 405.78nm, Hg - 253.65nm). As a result of laser irradiation on the surface of the membrane impregnated with a solution of each concentration(1~1000ppm) and dried, the correlation between the spectral intensity and the concentration was confirmed.

An Experimental Study on the Application of Fireproof Panel in Tunnel Duct Slab (터널 풍도슬라브에 사용된 내화패널의 적용성에 관한 실험연구)

  • Woo Jin Choi
    • Journal of the Society of Disaster Information
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    • v.19 no.2
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    • pp.262-269
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    • 2023
  • Purpose: In this study,fire-resistance test were executed to evaluate the effectiveness of the fireproof panel attached to the PSC slab in tunnel. Method: For the fire resistance test, the RWS curve was applied and the furnace of the KICT was used. Result: As a result of the experiment, the maximum temperature measured on the concrete surface of the PSC slab with the fireproof panel was 321.8℃, which was lower than the damage limit temperature of 380℃ for concrete. Also, at the t=25mm, the maximum temperature was 35.2℃, which was lower than the damage temperature of steel, 250℃. The use of precast fire resistance panel(t=30mm) improves fire resistance of PSC structures. Conclusion: As a result of the test, a reinforcement method for attached a fireproof panel in case of fire in a tunnel or an underground roadway is provided to protect a structure from fire. In the future, it is necessary to perform the static performance test of the slab to which the fireproof panel is attached, and to confirm the adhesion performance of the fireproof panel by performing the pull-off test and the fatigue test.

Development of Controlled Gas Nitriding Furnace(III) : Application of Controlled Gas Nitriding Process and Evaluation of Durability for SCR420H Annulus gear (질화포텐셜 제어 가스질화로 개발(III) : SCR420H 에널러스기어에 대한 제어질화 적용 및 내구성 평가)

  • Won-Beom Lee;Minjae Jung;Min-Sang Kwon;Taehwan Kim;Chulwoo Moon
    • Journal of the Korean Society for Heat Treatment
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    • v.36 no.3
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    • pp.161-173
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    • 2023
  • This study investigated the effects of KN and process time on the formation of a compound layer at a nitriding temperature of 540℃ for SCR420H material. As a result of controlled nitriding from 3 h to 20 h at KN 1.2 atm-1/2, compound layers were formed up to about 10 ㎛, and an effective hardening depth of about 460 ㎛ was obtained. Initially, an ε+γ' complex phase was formed, and the phase fraction changed over time, and finally, the fraction of ε phase decreased to less than 1%. With higher KN, the compound thickness increased, a pore layer was formed on the surface, and the surface hardness decreased. By applying the controlled nitriding process, it was possible to produce annulus gears with a compound thickness of 12.8 ㎛ and an ε phase of 5% or less. The annulus gears made through controlled nitriding were mounted on a 6-speed transmission and tested for durability. As a result, the durability test of 250,000 km was satisfied, and the transmission efficiency was also confirmed to be expected.

Effect of curing on alkalinity and strength of cement-mortar incorporating palm oil fuel ash

  • Payam Shafigh;Sumra Yousuf;Belal Alsubari;Zainah Ibrahim
    • Advances in concrete construction
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    • v.15 no.3
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    • pp.191-202
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    • 2023
  • Palm oil fuel ash (POFA) is a newly emerging pozzolanic material having high amount of silica content. Various forms of POFA were used in cement-based materials (CBMs) in replacement of cement in different dosages of low and high volume. Although, there are many researches on POFA to be used in concrete and mortar, however, this material was not practically used in the construction industry. Engineers and designers need to be confident to use any new developed materials by knowing all engineering properties at short and long terms. As durability concern, concrete pH value is one of the most important properties. Portland cement produces are alkaline initially, however, it may be reduced due to aging and its components. It is believed that by incorporation of supplementary cementitious materials in CBMs the pH value reduces due to utilization of Ca(OH)2 in pozzolanic reaction. This study is the first attempts to understand the pH value of mortars containing up to 30% POFA under different curing conditions and its changes with time. The results were also compared with the pH of ground granulated ballast furnace slag (GGBFS) and fly ash (FA) content mortars. In addition, the compressive strength of different mortars under different curing conditions were also studied. The results showed that the pH value of control mix (without cementitious materials) was more than all the blended cement mortars indifferent curing conditions at the same ages. However, there was a reducing trend in the pH value of all mortar mixes containing POFA.

Interaction study of molten uranium with multilayer SiC/Y2O3 and Mo/Y2O3 coated graphite

  • S.K. Sharma;M.T. Saify;Sanjib Majumdar;Palash K. Mollick
    • Nuclear Engineering and Technology
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    • v.55 no.5
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    • pp.1855-1862
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    • 2023
  • Graphite crucibles are used for melting uranium and its alloys in VIM furnace. Various coating materials namely Al2O3, ZrO2, MgO etc. are applied on the inner surface of the crucibles using paint brush or thermal spray technique to mitigate U-C interaction. These leads to significant amount of carbon pick-up in uranium. In this study, the attempts are made to develop multilayer coatings comprising of SiC/Y2O3 and Mo/Y2O3 on graphite to study the feasibility of minimizing U-C interaction. The parameters are optimized to prepare SiC coating of about 70㎛ thickness using CVD technique on graphite coupons and subsequently Y2O3 coating of about 250㎛ thickness using plasma spray technique. Molybdenum and Y2O3 layers were deposited using plasma spray technique with 70㎛ and 250㎛ thickness, respectively. Interaction studies of the coated graphite with molten uranium at 1450℃ for 20 min revealed that Y2O3 coating with SiC interlayer provides physical barrier for uranium-graphite interaction, however, this led to the physical separation of coating layer. Y2O3 coating with Mo interlayer provided superior barrier effect showing no degradation and the coatings remained intact after interaction tests. Therefore, the Mo/Y2O3 coating was found to be a promising solution for minimizing carbon pick-up during uranium/uranium alloy melting.

Experimental Study on the Time-dependent Property of Chloride Diffusivity of Concrete (콘크리트의 염소이온 확산계수의 시간의존성에 대한 실험적 고찰)

  • Choi, Doo Sun;Choi, Jae Jin
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.4A
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    • pp.365-371
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    • 2009
  • It is time-consuming to estimate chloride diffusivity of concrete by concentration difference test. For the reason chloride diffusivity of concrete is mainly tested by electrically accelerated method, which is accelerating the movement of chloride ion by potential difference. In this study, portland cement concrete and concrete containing with ground granulated blast-furnace slag (40 and 60% of cement by weight) with water-cementitious material ratio 40, 45, 50 and 60% were manufactured. To compare with chloride diffusivity calculated from the electrically accelerated test and immersed test in artifical seawater, chloride diffusivity tests were conducted. From the results of regression analysis, regression equation between accelerated chloride diffusivity and immersed chloride diffusivity was linear function. And the determinant coefficient was 0.96 for linear equation.

Evaluation of the Effect of Bank Protection Concrete Blocks on Water and Soil Environmental Impact (하천 호안 콘크리트 블록이 수질 및 토양환경에 미치는 영향평가)

  • Yoo Jae Hwan;Park Youn Shik;Shin Hyun Oh;Lee Goen Hee;Lee Bo Hyun;Cha Sang-Sun;Park Chan-Gi
    • Journal of The Korean Society of Agricultural Engineers
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    • v.65 no.1
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    • pp.51-59
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    • 2023
  • The study is to evaluate the effect of bank protection concrete block products to streams and soils. The effect on three types of bank protection concrete blocks was evaluated.. The first type was manufactured using fly ash, and the second and third type products used fine blast furnace slag powder. The laboratory and field Experiments test results showed the pHs of 9 or less. Also, any heavy metals were not detected in the heavy metal leaching tests. Although some iron (Fe) was partially detected, it still met the water quality standards. In addition, heavy metal was detected from all blocks by the US drinking water evaluation standards method. An on-site water quality and soil contamination tests were performed at the places that the blocks were implemented in practice. The test results showed that the application of the bank protection concrete block product did not lead to the water and soil quality degradation. Therefore, it was found that the hardened bank protection concrete block product did not elute harmful substances such as heavy metals that affect water and soil quality degradation.