• 제목/요약/키워드: Light-Weight

검색결과 3,470건 처리시간 0.03초

시설고추 초형이 군락생산구조, 생육 및 수량에 미치는 영향 (Effects of Plant Types on Group Production Structure, Growth and Yield of Green Pepper (Capcicum annuum L.) in Greenhouse)

  • 전희;김경제
    • 생물환경조절학회지
    • /
    • 제6권2호
    • /
    • pp.86-91
    • /
    • 1997
  • 분지각을 기준으로 유인방법을 달리한 시설 고추 재배에서 군락내 수광태세와 초고별 기관분포로 살펴본 군락생산 구조 분석과 생육 및 수량을 조사하여 생육 전반적인 군락생산 구조는 흡광계수, 군락 모식도 측면에서 45$^{\circ}$ 처리후 직립구에서 가장 좋았다. 초장은 직립구에서 가장 컸으며 1차분지 이후의 평균 절간장은 45$^{\circ}$ 처리구가 가장 짧았으나 경경, 엽면적, 식물체 무게는 45$^{\circ}$ 처리후 직립구에서 가장 우수하게 나타났다. 수량은 45$^{\circ}$ 처리후 직립구>45$^{\circ}$ 처리구>직립구 순이었으나, 수확 과수는 45$^{\circ}$ 처리후 직립구>직립구>45$^{\circ}$ 처리구 순이었다.

  • PDF

중합조건에 따른 dual cured resin cement의 열분석적 연구 (THERMAL ANALYSIS OF THE DUAL CURED RESIN CEMENTS ACCORDING TO CURING CONDITION)

  • 이인복;정관희;엄정문
    • Restorative Dentistry and Endodontics
    • /
    • 제24권2호
    • /
    • pp.265-285
    • /
    • 1999
  • The purposes of this investigation were to observe the reaction kinetics of five commercial dual cured resin cements (Bistite, Dual, Scotchbond, Duolink and Duo) when cured under varying thicknesses of porcelain inlays by chemical or light activation and to evaluate the effect of the porcelain disc on the rate of polymerization of dual cured resin cement during light exposure by using thermal analysis. Thermogravimetric analysis(TGA) was used to evaluate the weight change as a function of temperature during a thermal program from $25{\sim}800^{\circ}C$ at rate of $10^{\circ}C$/min and to measure inorganic filler weight %. Differential scanning calorimetry(DSC) was used to evaluate the heat of cure(${\Delta}H$), maximum rate of heat output and peak heat flow time in dual cured resin cement systems when the polymerization reaction occured by chemical cure only or by light exposure through 0mm, 1mm, 2mm and 4mm thickness of porcelain discs. In 4mm thickness of porcelain disc, the exposure time was varied from 40s to 60s to investigate the effect of the exposure time on polymerization reaction. To investigate the effect on the setting of dual cured resin cements of absorption of polymerizing light by porcelain materials used as inlays and onlays, the change of the intensity of the light attenuated by 1mm, 2mm and 4mm thickness of porcelain discs was measured using curing radiometer. The results were as follows 1. The heat of cure of resin cements was 34~60J/gm and significant differences were observed between brands (P<0.001). Inverse relationship was present between the heat of reaction and filler weight % the heat of cure decreased with increasing filler content (R=-0.967). The heat of reaction by light cure was greater than by chemical cure in Bistite, Scotchbond and Duolink(P<0.05), but there was no statistically significant difference in Dual and Duo(P>0.05). 2. The polymerization rate of chemical cure and light cure of five commercially available dual cured resin cements was found to vary greatly with brand. Setting time based on peak heat flow time was shortest in Duo during chemical cure, and shortest in Dual during light cure. Cure speed by light exposure was 5~20 times faster than by chemical cure in dual cured resin cements. The dual cured resin cements differed markedly in the ratio of light and chemical activated catalysts. 3. The peak heat flow time increased by 1.51, 1.87, and 3.24 times as light cure was done through 1mm, 2mm and 4mm thick porcelain discs. Exposure times recommended by the manufacturers were insufficient to compensate for the attenuation of light by the 4mm thick porcelain disc. 4. A strong inverse relationship was observed between peak heat flow and peak time in chemical cure(R=0.951), and a strong positive correlations hip was observed between peak heat flow and the heat of cure in light cure(R=0.928). There was no correlationship present between filler weight % or heat of cure and peak time. 5. The thermal decomposition of resin cements occured primarily between $300^{\circ}C$ and $480^{\circ}C$ with maximum decomposition rates at $335^{\circ}C$ and $440^{\circ}C$.

  • PDF

강재프레임 모듈러주택의 바닥충격음 성능평가 (Performance Evaluation of the Floor Impact Sound Insulation in Steel Framed Modular House)

  • 천영수;방종대;김갑득;유송이
    • 토지주택연구
    • /
    • 제5권2호
    • /
    • pp.81-89
    • /
    • 2014
  • 이 논문에서는 최근 관심을 모으고 있는 강재프레임 모듈러주택의 건식 바닥시스템을 대상으로 바닥충격음 차단성능을 확보하기 위하여 시도된 다양한 바닥구조의 실험결과에 대하여 제시하고 있다. 실험결과, 단위모듈 건식온돌 바닥구조는 완충구조로서 액체몰을 사용한 바닥구조 D31(D32)를 사용하는 조건에서 경량충격음의 경우 주택건설기준 등에 관한 규정에서 정하고 있는 바닥충격음 차단성능의 1등급 수준의 확보가 가능하고, 중량충격음의 경우는 바닥충격음 차단성능의 최저등급이기는 하나 기본적인 성능의 확보가 가능한 것으로 평가되었다.

데크플레이트와 경량성형재가 결합된 슬래브의 차음성능에 대한 실물실험 평가 (A Study on the Sound Insulation for Void-deck Slab Combined with Deck Plate and Polystyrene Void Foam)

  • 노영숙;윤성호
    • 한국안전학회지
    • /
    • 제30권1호
    • /
    • pp.60-65
    • /
    • 2015
  • This study is to explore floor impact sound and sound insulation of reinforced concrete structure with void-deck slab system which combines polystyrene void foam and T-shaped steel deck plate. A void-deck slab system can effectively reduce the amount of concrete used and hence the mass of a reinforced concrete slab. Also void slab system has dynamically favorable for bending. Three-bay 2-story building was constructed as a mock up test specimen using void-deck slab system and floor impact sound was measured to valuate sound insulation performance. Light weight floor impact and heavy weight floor impact were investigated. Light weight floor impact pressure levels were 32dB, 28dB, and 29db at representative locations which are $1^{st}$ level in the floor impact sound insulation performance grading system. The heavy-weight floor impact pressure levels were 44dB, 45dB, and 43dB at representative locations which are $2^{nd}$ level in the floor impact sound insulation performance grading system. Therefore void-deck slab system can be used in public housing apartment building in terms of not only effectively reduced construction materials but also floor impact sound insulation.

해양구조물 적용을 위한 경량골재콘크리트의 기초물성에 관한 연구 (A Study of the Basic Properties of Lightweight Aggregate Concrete for Offshore Structures Application)

  • 김명식;장희석;김충호;백동일
    • 한국해양공학회지
    • /
    • 제25권1호
    • /
    • pp.73-79
    • /
    • 2011
  • The various properties of concrete have been required, as civil engineering structures are getting larger and complicated. Therefore, the high performance of concrete, such as high strength, high fluidity, and low hydration heat, has been investigated largely. In this study, the properties of lightweight concrete-reducing self-weight of structure member have been studied in order to check the applicability of lightweight aggregate concrete to structural material. The experiments on compressive strength, splitting tensile strength, unit weight, and modulus of elasticity have been conducted with varying PLC, LWCI, LWCII, LWCII-SF5, LWCII-SF15 to check the basic properties. The compressive strength of 21MPa was obtained easily by using lightweight aggregate concrete and the addition of silica fume to increase the compressive strength slightly. To use lightweight aggregate concrete for civil engineering structures, systematic and rigorous studies are necessary.

경량 플라스틱 거푸집 개발 및 성능(하중재하) 시험 (Development of Lightweight Plastic Formwork through Efficiency(Load) Test)

  • 강신훈;이창수;권우빈;안희재;조훈희;강경인
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2020년도 봄 학술논문 발표대회
    • /
    • pp.10-11
    • /
    • 2020
  • Currently, the most used forms, such as euro form and aluminum form, has many problems. There are issues with noise of construction site because of existing forms' material and issues with safety because of heavy weight. To solve these problems, there are many researches on using plastic and composite materials on the formwork. However, plastic has lower tensile strength than the steel and aluminum and composite materials are expensive. Therefore, constructors are avoid to use the forms with new materials. The purpose of this study is to develop light-weight plastic form to solve these existing problems by using ABS with optimized design. To verify, the study measured the amount of deflection from developed form through a load test. The test result showed a deflection of 1.15mm when 1.4ton was loaded in the middle of form. The result of the study verified that the usage of ABS and optimized design effectively reduced the weight and noise. Also, it's performance was verified through the load test.

  • PDF