• 제목/요약/키워드: Installation Effect

검색결과 1,466건 처리시간 0.026초

Evaluation of Withdrawal Resistance of Screw-Type Fasteners Depending on Lead-Hole Size, Grain Direction, Screw Size, Screw Type and Species

  • LEE, Hyung Woo;JANG, Sang Sik;KANG, Chun-Won
    • Journal of the Korean Wood Science and Technology
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    • 제49권2호
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    • pp.181-190
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    • 2021
  • Screw-type fasteners are widely used to make connections between wood members or between wood and steel connectors because they can tolerate the applied loads by withdrawal or shearing. In this study, we evaluated the withdrawal resistances of the screw-type fasteners and analyzed the effects of the lead-hole size, relative grain direction (tangential, radial, and cross-sections) of the wood member, screw diameter, screw type, and species. Two wood species, including domestic larch and imported spruce, and three screw-type fasteners, including domestic lag screws (diameters of 9.46, 7.79, and 6.27 mm), domestic tapping screw (diameter, 6.3 mm), and imported Sherpa screw (diameter, 8.0 mm) were used. To assess the effect of lead-hole size, the lead holes with diameters corresponding to 68.7%, 70.8%, and 74.0% of the shank diameter of the lag screw were predrilled. The lead hole corresponding to 74% of the shank diameter was selected for this study because the smaller lead holes required higher rotational force for installation, which may cause damage in the screw neck, although there was no significant difference in the withdrawal resistance depending on the lead-hole sizes applied in this study. The lag screws installed on the tangential and radial surfaces showed similar withdrawal resistances to each other, which were greater than those installed on the cross-sectional surface. As the lag screw diameter increased from 6.27 mm to 9.46 mm, the withdrawal resistance also increased proportionally. The withdrawal resistance of the tapping screw having a diameter of 6.3 mm was almost 1.6 times higher than that of the lag screw having a similar diameter of 6.27 mm, while that of Sherpa screw having a diameter of 8.0 mm was around 1.4 times higher than that of the lag screw having a similar diameter of 7.79 mm.

1.5톤급 액체-액체 핀틀 분사기 연소시험에서의 핀틀 팁 열손상 원인 분석 (Analysis of Pintle Tip Thermal Damage in the Combustion Hot Firing Test with a 1.5-tonf Class Liquid-Liquid Pintle Injector)

  • 강동혁;황도근;유철성;고영성
    • 한국추진공학회지
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    • 제24권6호
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    • pp.1-9
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    • 2020
  • 케로신/액체산소를 추진제로 하는 직사각형 2열 오리피스를 갖는 1.5톤급 액체-액체 핀틀 분사기를 설계 및 제작하여 액체로켓엔진의 실운용 조건인 초임계 상태에서 핀틀 분사기의 연소성능 및 연소 안정성 검증 연소시험을 수행하였다. 연소시험결과 연소실 내부의 고혼합비 재순환 영역에서 생성되는 고온의 연소가스에 핀틀 팁이 손상되었다. 핀틀 팁으로 전달되는 열유속 또는 하중에 대한 냉각 성능을 증가시키기 위해 핀틀 분사기 내부에 인서트 노즐을 설치하였다. 연소시험 결과 인서트 노즐의 설치, AR 및 BF가 핀틀 팁 냉각 성능에 큰 영향을 주는 인자로 확인되었다.

관측 환경에 따른 상시미동의 HVSR 결과 신뢰도 평가 (Reliability Assessment of Ambient Noise HVSR per Observation Condition)

  • 유병호;최우정;최인혁;곽동엽
    • 대한토목학회논문집
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    • 제42권1호
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    • pp.23-33
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    • 2022
  • 상시미동의 수직성분에 대한 수평성분 스펙트럼비(HVSR)는 부지 공명주파수를 파악하는데 활발히 사용되고 있다. HVSR의 가장 큰 비율을 가지는 주파수는 부지 공명주파수와 일치한다. 상시미동은 부지 주변에 존재하는 미세진동을 의미하기 때문에 직접적인 진동원을 파악할 수 없으며, 또한 조절할 수 없다. 따라서 신뢰적인 상시미동 HVSR을 구하기 위해서는 상시미동 측정에 충분한 시간적 여유와 주변 환경의 파악 또한 필요하다. 본 연구에서는 신뢰적인 HVSR 분석에 필요한 상시미동 측정 최소시간과 지진계와 인위적인 진동 사이의 이격거리의 영향을 알아보았다. 토사 부지의 경우 센서 설치 후 5분 이내에 안정화가 되었으나, 암반 부지의 경우 안정화까지 1시간 이상이 소요되었다. 또한 상시미동 관측 시 발걸음 진동이 지진계 10 m 이내에 존재할 경우 HVSR결과에 큰 영향을 미치는 것을 확인하였다. 이러한 결과는 현장에서 상시미동의 HVSR측정에 필요한 가이드라인을 제공할 것으로 기대된다.

관통부의 철근 절단으로 인한 주변 철근의 응력분포 특성 (Stress Distribution Characteristics of Surrounding Reinforcing Bars due to Reinforcing Bar Cutting in Penetration)

  • 정철헌;문일환;이정휘;송재철
    • 대한토목학회논문집
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    • 제42권6호
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    • pp.775-786
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    • 2022
  • 원자력발전소 구조물을 포함하여 플랜트 구조물에서는 사용 중 설비보강을 위하여 벽체 및 슬래브에 관통부를 신설하는 경우가 빈번히 발생하고 있으며, 관통부 설치작업 중에 철근이 절단되는 사례가 일부 발생하고 있다. 이 관통부들은 설계 또는 건설 단계에서 고려된 것이 아니므로 설치 중 발생한 철근의 절단은 사실상 구조물의 손상이기 때문에, 관통부 주변 응력 전이범위 또는 유효폭을 고려한 구조물의 건전성 평가가 필요하다. 본 연구에서는 가동중인 원자력발전소 벽식 건물의 전단벽에 관통부를 신설할 경우에 발생하는 철근 절단의 영향을 평가하기 위하여 다양한 비선형 해석과 정적 가력 실험을 수행하였다. 그리고 관통부 신설과 철근의 절단으로 인한 벽체의 강성저하와 관통부 주변 철근의 응력 및 변형률 분포를 평가하였다.

Bactericidal Effect of a 275-nm UV-C LED Sterilizer for Escalator Handrails: Optimization of Optical Structure and Evaluation of Sterilization of Six Bacterial Strains

  • Kim, Jong-Oh;Jeong, Geum-Jae;Son, Eun-Ik;Jo, Du-Min;Kim, Myung-Sub;Chun, Dong-Hae;Kim, Young-Mog;Ryu, Uh-Chan
    • Current Optics and Photonics
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    • 제6권2호
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    • pp.202-211
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    • 2022
  • In the pasteurization of escalator handrails using ultraviolet (UV) sterilizers, a combination of light distribution and escalator speed has priority over other important factors. Furthermore, since part of the escalator handrail has a curved structure, proper design is needed to improve the sterilization rate on the surfaces touched by users. In this paper, two types of sterilizers satisfying these conditions are manufactured with 275-nm UV-C LEDs, after modeling the three-dimensional (3D) structure of an escalator handrail and simulating optical distributions of UV-C irradiation on the handrail's surface according to light-emitting diode (LED) positions and reflector variations in the sterilizers. Pasteurization experiments with the UV-C LED sterilizers are conducted on six types of gram-positive and gram-negative bacteria, with exposure times of 0.2, 5, and 15 s at an actual installation distance of 20 mm. The sterilization rates for the gram-positive bacteria are 10.63% to 27.94% at 0.2 s, 89.44% to 96.30% at 5 s, and 99.64% to 99.88% at 15 s. Those for the gram-negative bacteria are 57.70% to 77.63% at 0.2 s, 98.90% to 99.49% at 5 s, and 99.88% to 99.99% at 15 s. The power consumption of the UV-C LED sterilizer is about 8 W, which can be supplied by a self-generation module instead of an external power supply.

국내 고시인성 안전의복의 착용 현황 분석 및 시인성 평가를 통한 착용 의무화 제안 (A Proposal for Workers to Mandatorily Wear High-visibility Safety Clothing in Korea through the Analysis of the Current Status and Evaluation of Its Visibility)

  • 강인형;최병호;오철;육지호
    • 한국의류산업학회지
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    • 제24권4호
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    • pp.471-478
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    • 2022
  • In roadside workplaces, more attention should be paid to the safety of workers. The roadside workers underestimate the effect of the brightness of their clothes and judge that drivers will recognize them easily, and the drivers misjudge that the roadside workers are far away and that the vehicle can be stopped in sufficient time. Therefore, customized safety education reflecting this and wearing work clothes with certified visibility functions are required. In Korea, it is not compulsory for roadside workers and vehicle guide attendants to wear work clothes with a visibility function. In this study, the distance ahead perceived by drivers was measured using manikins wearing certified and non-certified reflective safety vests. The perception distance of the non-certified reflective safety vest was 1.4 times longer than that of the certified reflective safety vest, thus confirming the importance of wearing a certified reflective safety vest. To prevent roadside workers from suffering traffic accidents, we propose the enactment of a law that makes it mandatory for them to wear high-visibility safety clothing. Specifically, Article 32 of the Enforcement Regulation of the Road Traffic Act should include high-visibility safety clothing in life protection equipment, and additionally, to prevent secondary accidents, we propose the enactment of a law requiring the installation and wearing of certified reflective safety vests in vehicles.

DEVELOPMENT OF A GIS-BASED GEOTECHNICAL INFORMATION ENTRY SYSTEM USING THE GEOTECHNICAL INVESTIGATION RESULT FORM AND METADATA STANDARDIZATION

  • YongGu Jang;HoYun, Kang
    • 국제학술발표논문집
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    • The 3th International Conference on Construction Engineering and Project Management
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    • pp.1388-1395
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    • 2009
  • In March 2007, Korea's Ministry of Construction & Transportation (MOCT) established "Guidelines on the Computerization and Use of Geotechnical Investigation Results," which took effect as official instructions. The 2007 Geotechnical Information DB Construction Project is underway as a model project for a stable geotechnical information distribution system based on the MOCT guidelines, accompanied by user education on the geotechnical data distribution system. This study introduces a geotechnical data entry system characterized by the standardization of the geotechnical investigation form, the standardization of metadata for creating the geotechnical data to be distributed, and the creation of borehole space data based on the world geodetic system according to the changes in the national coordinate system, to define a unified DB structure and the items for the geotechnical data entry system and to computerize the field geotechnical investigation results using the MOCT guidelines. In addition, the present operating status of the geotechnical data entry system and entry data processing statistics are introduced through an analysis of the model project, and the problems of the project are analyzed to suggest improvements. Education on, and the implementation of, the model project for the geotechnical data entry system, which was developed via the standardization of the geotechnical investigation results form and the metadata for institutions showed that most users can use the system easily. There were problems, however, including those related to the complexity of metadata creation, partial errors in moving to the borehole data window, partial recognition errors in the installation program for different computer operating systems, etc. Especially, the individual standard form usage and the specificity of the person who enters the geotechnical information for the Korea National Housing Corporation, among the institutions under MOCT, required partial improvement of the geotechnical data entry system. The problems surfaced from this study will be promptly addressed in the operation and management of the geotechnical data DB center in 2008.

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군용 항공기 외장물의 비행 안전성 분석에 관한 연구 (A Study on the Flight Safety Analysis of Military Aircraft External Stores)

  • 김현수;김민수;신병준;조영희
    • 한국군사과학기술학회지
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    • 제26권1호
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    • pp.83-90
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    • 2023
  • The external store fitted to the aircraft may affect the flight characteristics and flight safety of the aircraft, which requires the analyses and testing on it. The purpose of this study is to identify and analyze types of failures that can affect the flight safety of aircraft due to the installation of external stores, and to check the flight safety of aircraft through dropping tests of the external stores. After identifying the types of failures that could affect the flight safety of the aircraft, the criticality was calculated to analyze the effect on the flight safety of the aircraft. Four types of failures were selected: unintentional dropping, failure of dropping, unintentional main wing deployment, and release of tail wing restraint of the external store, which are considered to affect the flight safety of the aircraft due to the operation of the external store. As a result of the aircraft's flight safety analysis on the failure types, the criticality requirements were met. Based on this, after obtaining the airworthiness certification, the drop test was successfully performed to confirm the flight safety of the aircraft by mounting an external store on the aircraft. However, in addition to the four hazards carried out in this study, the real external stores of the military aircraft may have various factors affecting the flight safety of the aircraft, so further research will be needed.

PHC 말뚝의 하중전이실험을 통한 참 지지력의 산정 (Determination of True Resistance from Load Transfer Test Performed on a PHC Pile)

  • 김성렬;정성교
    • 한국지반공학회논문집
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    • 제22권11호
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    • pp.113-122
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    • 2006
  • 국내에서 말뚝 정재하 실험이 수많이 수행되고 있지만, 그 결과의 활용도가 낮아서 재하실험 방법과 분석방법 등에 대하여 재고할 필요성이 제기되고 있다. 본 연구에서는 두터운 연약지반 하부의 모래층에 PHC 말뚝 선단을 지지시킨 후 하중전이 정재하 실험을 수행하였다. 말뚝의 설치 이후에 장기간에 걸쳐 주면 마찰력을 측정하였으며, 국내에서 보편적으로 적용되고 있는 재하법과는 다른 급속재하법에 의하여 정재하실험을 실시하였다 그 실험결과를 이용하여 말뚝의 탄성계수, 잔류응력 및 참 지지력을 산정하였다. 결과적으로, 재하실험 전에 말뚝에 존재하는 잔류하중이 주면 마찰력과 선단지지력에 크게 영향을 미친다는 사실을 확인할 수 있었다. 또한, 점성토 지반에서의 장대말뚝에 대해서는 지반의 강도회복(setup) 효과가 매우 크다는 사실을 알 수 있었다.

원심모형실험을 통한 EPS 차단벽의 방진효과에 관한 연구 (A Study on the Vibration Protection Efficiency of EPS Wall Barrier with Centrifuge Model Tests)

  • 이강일
    • 한국지반공학회논문집
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    • 제22권10호
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    • pp.101-110
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    • 2006
  • 일반적으로 환경 지반진동은 가진원과 지반내 전달, 수신부라는 전파경로를 통해 목적지에 전달된다. 그중에서도 지반내 파동의 전달은 전파의 방식이 각 지반의 특성에 따라 의존하고 있기 때문에 매우 복잡하다. 또한 이러한 전파를 효율적으로 차단하기 위해 최근 현장에서 가장 많이 적용하고 있는 공법은 방진벽이다. 그러나 이러한 방진벽 공법은 다양한 변수와 연관되어 방진효과에 영향을 미치지만 그중에서도 방진벽 재료의 선택이 가장 중요하다. 따라서 본 연구는 지표면에 충격하중이 가해졌을 경우 지반내 전달되는 전파경로를 효율적으로 차단할 수 있는 방진벽 재료인 EPS차단벽 재료에 대하여 원심모형실험을 통해 연구하였다. 이를 위하여 차단벽의 형상은 원통형과 직사각형 타입을 적용하였고 원통형 타입은 차단벽재의 타설심도를, 직사각형타입은 차단벽의 길이를 변화시키는 실험을 실시하여 이들의 차이가 방진효과에 미치는 영향에 대하여 연구하였다.