• Title/Summary/Keyword: L-type filling

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Influence of Filling Density in the Positive Active-material on the Cycle-life Performance of the Tubular Type Gelled Valve Regulated Lead Acid Batteries (튜브식 겔형 납축전지에 있어서 활물질 밀도에 따른 싸이클 수명 특성)

  • Yoon, Youn-Saup;Kim, Byung-Kwan;Lee, Soo;Kim, Kyu-Tea
    • Applied Chemistry for Engineering
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    • v.10 no.3
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    • pp.415-418
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    • 1999
  • The characteristics of VRLA (valve regulated Iead-acid) battery with the tubular positive plate and gel type electrolyte were examined as a function of active material filling density. The filling density of positive plate was 3.2 g/mL, 3.4 g/mL, and 3.6 g/mL, respectively. These VRLA batteries were cycled with 100% DOD (depth of discharge) at the $C_5/5$ rate, followed by IU-type recharge with $I_{max}=0.2C_{10}/10$ and a final voltage V=2.40 V/cell. The test was performed in a thermostatic room at $25{\pm}1^{\circ}C$. The result indicated that the initial capacity was independent of active material filling density, i.e., the highest initial capacity was 3.4 g/mL of filling density and the lowest was 3.6 g/mL. On aspect of the cycle-life performance of the VRLA battery, the filling density of 3.6 g/mL was similar to that of 3.4 g/mL in the positive plate, and both were higher than that of 3.2 g/mL. Water-loss and degradation of the VRLA battery were decreased according to an increase of the filling density in the positive plate. The optimum filling density of the active material was 3.4~3.6 g/mL.

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Flowing Ability and Mechanical Properties of Polypropylene Fiber Reinforced High Performance Concrete

  • Kim, Young-Ik;Sung, Chan-Yong
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.45 no.7
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    • pp.27-37
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    • 2003
  • This study was performed to examine the flowing ability and filling ability of polypropylene fiber reinforced high performance concrete. The slump flow was decreased with increasing the polypropylene fiber content, rapidly. At the box-type filling ability, the difference of box height was increased with increasing the fiber content and the box-type passing ability was closed in fiber content 1 %. The final flowing distance of L-type was decreased with increasing the fiber content. Also, it was decreased above 0.75% of polypropylene fiber content, rapidly. The filling ability of L-type was badly showed above polypropylene fiber content 0.75%. Also, the compressive strength was decreased with increasing the fiber content, but the flexural strength was shown higher than that of the concrete without fiber. At the impact resistance, drop numbers for reaching in final fracture were increased with increasing the fiber content. Also, the drop numbers for reaching initial fracture of 1mm were increased with increasing the fiber content. At the acid resistance, the percent of original mass was decreased with increasing the fiber content.

Flowability of High Flowable Concrete with Fly Ash and Lime Powder (플라이 애시와 석회석 미분말을 혼용한 고유동 콘크리트의 유동 특성)

  • Cho Il-Ho;Sung Chan-Yong
    • Journal of The Korean Society of Agricultural Engineers
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    • v.48 no.4
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    • pp.23-30
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    • 2006
  • This study is performed to evaluate flowability of high flowable concrete using ordinary portland cement, crushed coarse aggregate, crushed sand, sea sand, fly ash, lime powder and superplasticizer. The slump flow and air content are increased with increasing the content of lime powder. But, the O-type funneling time and Box-type passing are decreased with increasing the content of lime powder. The slump flow, air content, O-type funneling time, Box-type passing and L-type filling of target compressive strength 21-27 MPa and 35-42 MPa at curing age 28 days are 47-50 cm and 56-60 cm, 4.2-5.5% and 4.0-5.7%, 8-12s and 5-10s, 4.3-5.0 cm and 3.4-5.0 cm, and excellent, respectively. These concrete can be used for high flowable concrete.

Engineering Properties of Steel Fiber Reinforced High Performance Concrete

  • Kim Young Ik;Sung Chan Yong
    • Journal of The Korean Society of Agricultural Engineers
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    • v.46 no.7
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    • pp.55-67
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    • 2004
  • In this paper, the flowability, strengths, impact resistance and sulfuric acid resistance of steel fiber reinforced high performance concrete (SFHPC) for the steel fiber content and fly ash and blast furnace slag as admixtures were presented. For evaluating flowability particularly, tests of slump flow, box-type passing ability and L-type filling ability were performed. The slump flow of SFHPC was some decreased with increase of the steel fiber content. At the box-type passing ability, the difference of box height of SFHPC is greatly increased with increasing the fiber content. The L-type filling ability of SFHPC was not excellent above $0.75\% of the steel fiber content. Also, the compressive strength of SFHPC was decreased with increase of the steel fiber content, but the flexural strength of SFHPC was much higher than that of the concrete without the steel fiber. At the impact resistance, drop number of SFHPC for reaching final fracture was increased with increase of the fiber content. Also, the drop number for reaching initial fracture of lmm was increased with increase of the fiber content. At the sulfuric acid resistance, 4-week weight change of SFHPC with the steel fiber was almost similarity that of HPC without the steel fiber and was in the range of 73.6 to 81.5.

Study of the Characteristics of Hydrogen-Gas Filling Process of Ultra-Light Composite Tanks for Fuel-Cell Vehicles (연료전지자동차용 초경량 복합재료 탱크의 수소 충전 특성 연구)

  • Yoo, Gye-Hyoung;Kim, Jong-Lyul;Lee, Taek-Su;Lee, Joong-Hee
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.35 no.7
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    • pp.813-819
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    • 2011
  • In this research, we investigated the hydrogen-gas filling characteristics of ultra-light composite tanks that have a plastic or aluminum liner inside the composite shell. The study was performed for different gas and tank temperatures. The temperature changes at various positions in the Type-4 tank during hydrogen-gas filling were monitored in order to understand the effects of the filling conditions. The results were compared with those obtained for a Type-3 tank. As the filling speed was increased, a quicker temperature rise was observed, and the temperature distribution over the entire region showed significant discrepancies.

Studies on Flowering and Maturity in Sesame(Sesamum indicum L.) VI. Grain Filling Rate for Differently Positioned Capsules in Different Plant Types (참깨 개화, 등숙에 관한 연구 VI. 참깨 초형에 따른 착삭부위별 등숙율)

  • Jung-Il Lee;;Eung-Ryong Son
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.31 no.2
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    • pp.214-219
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    • 1986
  • This study was conducted to provide basic information to breeders and agronomists working with sesame. Grain filling rate were investigated for eight plant types classified by branching habit, capsules per axil, carpels and loculi of a capsule. Two typical cultivars were chosen for plant type among 527 gene pools. Grain filling rate didn't increase with little difference between lower and middle part capsules, Jut significantly decreased in upper part. Grain filling rate of lower part, main stem and center capsules appeared higher than that of upper part, branch and side capsule for grain filling. Mono-capsule setting and unbranched plant type were higher for grain filling than tricapsule setting and branched type due to inactive ripenness on branched capsule. NMB type showed that best maturity and relatively good grain filling in BTB type despite it's largest sink capacity. NTQ and BTQ type appeared poor ripenness because of immaturity of higher part side capsules; however it was believed that there were still possibilities for improving ripenness in 3 capsule and 4 carpels 8 loculi type by the good maturity of 1 capsule and 4 carpels 8 loculi type.

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Development of Thixotropic Inorganic-Type Grout and Its Engineering Characteristics (무기계 가소성 그라우트의 개발 및 공학적 특성)

  • Jeong, Gyeong-Hwan;Shin, Min-Sik;Kim, Dong-Hae;Noh, Jin-Teck;Jung, Duh-Woe
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.725-733
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    • 2008
  • A thixotropic grout has been developed for the use of filling a tail void in the shield TBM and as well as various ground voids. The grout developed in this study is a mixture of inorganic substance, cement and some functional additives. Its engineering characteristics was investigated by measuring a viscosity and unconfined compressive strengths. The optimum mix proportion for an effective thixotropic grout was proposed through several repeated laboratory tests. The various physical properties such as thixotropy, unconfined compressive strengths, and durability of the thixotropic grout and the gels produced from the grout were compared with those of the well-known waterglass-type grout such as L.W.. The thixotropic grout developed in the study exhibited an excellent performance for back-filling of tail voids in the shield TBM based on experimental results compared to the existing waterglass grout.

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Manufacturing of Copper(II) Oxide Powder for Electroplating from NaClO3 Type Etching Wastes

  • Hong, In Kwon;Lee, Seung Bum;Kim, Sunhoe
    • Journal of Electrochemical Science and Technology
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    • v.11 no.1
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    • pp.60-67
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    • 2020
  • In this study, copper (II) oxide powder for electroplating was prepared by recovering CuCl2 from NaClO3 type etching wastes via recovered non-sintering two step chemical reaction. In case of alkali copper carbonate [mCuCo3·nCu(OH)2], first reaction product, CuCo3 is produced more than Cu(OH)2 when the reaction molar ratio of sodium carbonate is low, since m is larger than n. As the reaction molar ratio of sodium carbonate increased, m is larger than n and Cu(OH)2 was produced more than CuCO3. In the case of m has same values as n, the optimum reaction mole ratio was 1.44 at the reaction temperature of 80℃ based on the theoretical copper content of 57.5 wt. %. The optimum amount of sodium hydroxide was 120 g at 80℃ for production of copper (II) oxide prepared by using basic copper carbonate product of first reaction. At this time, the yield of copper (II) oxide was 96.6 wt.%. Also, the chloride ion concentration was 9.7 mg/L. The properties of produced copper (II) oxide such as mean particle size, dissolution time for sulfuric acid, and repose angle were 19.5 mm, 64 second, and 34.8°, respectively. As a result of the hole filling test, it was found that the copper oxide (II) prepared with 120 g of sodium hydroxide, the optimum amount of basic hydroxide for copper carbonate, has a hole filling of 11.0 mm, which satisfies the general hole filling management range of 15 mm or less.

A Study on the Sedimentation of Dredged Soils and Shape Changes of a Transparent Vinyl Tube by Filling Tests - Anti-Crater Formation - (준설토 주입방법에 의한 비닐튜브체의 퇴적 및 변형 특성 - 크레이터 방지 기술을 중심으로 -)

  • Kim, Hyeong-Joo;Sung, Hyun-Jong;Lee, Kwang-Hyung;Lee, Jang-Baek
    • Journal of the Korean Geosynthetics Society
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    • v.13 no.2
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    • pp.1-10
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    • 2014
  • In this study, two different types of dredged fill injection methods are introduced and filling experiments were conducted to analyze the impact of each technique to the distribution and deposition of dredged soil fill and how it influence the final tube shape. Two transparent plastic tubes were fabricated to observe the deposition behavior of the deposited fill material. Both tubes measured 4.0 meters in length (L) and has vinyl tube diameters (D) of 0.5m and 0.7m. T-type and I-type inlet system are also introduced in this paper. The influence of this inlet systems to the distribution and deposition behavior of dredged soil fill inside the vinyl tubes were observed during the experiment. After the sedimentation of the slurry mixture, the water on top of the soil sediments are removed and the slurry mixture was re-injected into the vinyl tube, this process was carried out repeatedly. The shape changes of the vinyl tube, e.g. the changes in both tube height and width, are constantly monitored after each slurry injection and water draining phases. Crater formation was observed in the case of I-Type inlet system and a non-uniform sediment distribution occurred. For the diffusion deposit of soil particles to long distance are minimal shape technique using the T-Type inlet system. Therefore the undrain filling height ratio ($H/D_0$) was found to be around 0.54 to 0.64 and the horizontal strain ratio ($W/D_0$) ranges from 1.45 to 1.54. The filling soil height is proportional to dredged-material filling phases, but, horizontal strain ratio is constant or inversely reduced so that the center of tube body is raised in the upward direction.

IN VITRO PULP CHAMBER TEMPERATURE CHANGE DURING COMPOSITE RESIN CURING WITH VARIOUS LIGHT SOURCES (복합레진 중합 광원에 따른 치수강 온도 변화에 대한 생체외 연구)

  • Lee, Ji-Young;Kim, Dae-Eop;Lee, Kwang-Hee
    • Journal of the korean academy of Pediatric Dentistry
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    • v.31 no.1
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    • pp.85-91
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    • 2004
  • The purpose of this study was to observe in vitro pulp chamber temperature rise during composite resin polymerization with various light-curing sources. The kinds of light-curing sources were plasma arc light(P), low heat plasma arc light, traditional low intensity halogen light, low intensity LED(L-LED), and high intensity LED(H-LED). Temperature at the tip of light guide was measured by a digital thermometer using K-type thermocouple. Occlusal cavities$(2{\times}2{\times}1.5mm)$ were so prepared in extracted human premolars as to the remaining dentin thickness was 1mm. Dentin adhesive was applied to all cavities. Experimental groups consisted of no base group, ionomer glass base group, and calcium hydroxide base group. Temperature before and after resin filling was measured. Temperature at the light guide tip was the highest with P and the lowest L-LED. Temperature before resin filling was the highest with H-LED and the lowest with L-LED. Temperature after resin filling was the highest with H-LED and the lowest with L-P and with L-LED. The lining of base partially reduced the temperature rise.

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