• Title/Summary/Keyword: 2기준법

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The Proposition of Domestic Sprinklers Installation Standard and the Fire Services Act (국내 스프링클러 설치기준과 소방관련 법에 관한 고찰)

  • Kim, Yong-Moon;Lee, Young-Jai
    • Journal of Korean Society of Disaster and Security
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    • v.7 no.2
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    • pp.17-24
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    • 2014
  • Recently, many accidents occur frequently because sprinklers aren't installed or don't work right when there are outbreak of fire in houses and aggregate buildings. Therefore, they can result in damage for humans and loss of property. Sprinklers are the most appropriate which can extinguish buildings' fire in the initial stages. Through lack of legal system, in domestic cases, sprinklers cannot operate their inherent performance. Domestic standard simply classifies installation objects according to types of business and forms of buildings, also divides into uses and floors of buildings. Especially it only regulates that sprinklers must be installed every floors in particular fire buildings that have more than eleven floors. While it doesn't need to install sprinklers below ten floors, so we are threatened the safety. In this study, we derived causes and implications by analyzing concepts of sprinklers facilities, installation standards in domestic and foreign legal system, and recent cases that expanded damages in fire accidents because of weak point of installation and control standards. In domestic cases, as a result, government has to provide an institutional strategy and law that regulate duty to install sprinklers to all aggregate buildings regardless of floors in terms of new buildings. Also, if someone who has existing buildings wanted to install them, government would guarantee subsidy to encourage installation. In addition, government supervises fire-fighting activities when there are fire by compensating standards about regular inspection by a qualified technician, operation and maintenance of sprinklers as well as reinforcement of administrative criteria.

The quality control and acceptability of spirometry in preschool children (학동 전기 소아에서 폐활량 측정의 질관리와 성공률)

  • Seo, Hyun Kyong;Chang, Sun Jung;Jung, Da Woon;Lee, Cho Ae;Wee, Young Sun;Jee, Hye Mi;Seo, Ji Young;Han, Man Yong
    • Clinical and Experimental Pediatrics
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    • v.52 no.11
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    • pp.1267-1272
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    • 2009
  • Purpose:We examined the ability of preschool aged children to meet the American Thoracic Society (ATS) and European Resiratory Society (ERS) goals for spirometry quality and tried to find out the major factor for improving the rate of success of spiromety test in this age group. Methods:Spirometry was performed in 2-6 aged 155 children with chronic cough or suspicious asthma with the recording of maneuver quality measures of forced expiratory time, end-of-test volume, back-extrapolated volume (Vbe), and forced vital capacity (FVC), as well as flow-volume curve. The subjects were tested several times and the two best results in each subject were selected. All criteria for quality control were suggested by ATS/ERS guidelines. The criteria for starting of the test was Vbe <80 mL and Vbe/FVC <12.5%. The criteria for repeatability of the test was that second highest FVC and FEV1 are within 100 ml or 10% of the highest value, whichever is greater. For the criteria for termination of the test for preschool aged children, we evaluated the flow-volume curve Results:As getting older, the success rate of spirometry increased and rapidly increased after 3 years old. Total success rate of the test was 59.4% (2 years old - 14.3%, 3 years old - 53.7%, 4 years old - 65.1%, 5 years old - 69.7%, 6 years old- 70.8%). The percentage of failure to meet the criteria for starting the test was 6.5%, repeatability of the test was 12.3% and end of the test was 31%. There was a significant difference only in age between success group and failure group. Evaluating the quality control criteria of previous studies, the success rate increased with age. Conclusion:About 60% of preschool aged children met ATS/ERS goals for spirometry test performance and the success rate was highly correlated with age. It is clearly needed that developing more feasible and suitable criteria for quality control of spirometry test in preschool aged children.

중.저준위방사성폐기물 IP-2형 운반용기 요건 및 평가방안

  • Jeong, Seong-Hwan;Choe, Seung-Ho;No, Myeong-Seop
    • Proceedings of the Korean Radioactive Waste Society Conference
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    • 2006.11a
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    • pp.327-328
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    • 2006
  • 중 저준위방사성폐기물(이하, '방폐물'이라 함)을 처분시설로 안전하고 효율적으로 운반하기 위하여 원자력법[1][2] 및 IAEA 안전운반규정(3) 등 국내외 관련규정의 기술기준을 만족시키는 안전성이 확보된 운반용기를 사용하여야 한다. 방폐물이 저준위비방사능(LSA: Low Specific Activity)물질 또는 표면오염물체(SCO; Surface Contaminated Object)로 분류되고 전용상태로 운반되는 경우는 거의 IP-2형 운반용기를 이용하여 운반하는 것이 가능하다. 방폐물 처분시설이 경주의 임해지역에 건설되어 운영된 것이므로 일부를 제외한 대부분의 방폐물은 IP-2형 운반용기에 적재하여 전용선박을 이용하여 해상으로 운반하게 된다. 전용선박은 크레인을 이용하여 화물을 선적하고 하역하는 Lo/Lo(Lift-on/Lift-off) 방식으로 IMO 규정 및 국내 선박법에 따라 국내에서 설계, 건조될 예정이며, 선박의 규모는 총 톤수 약 2,000톤이며, 약 1,600드럼의 방폐물을 적재할 수 있다. 여기서는 방폐물의 해상운반을 위한 IP-2형 운반용기에 대한 요건 및 관련규정에 따른 기술기준을 입증하기 위한 건전성 평가방안에 대하여 기술하였다.

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Study on Measurements of the In-Plane Vibration Intensity In a Beam With a Damped End (감쇠 단을 갖는 보의 면내 진동인텐시티 측정에 관한 연구)

  • Kim Chang-Yeol;Kil Hyun-Gwon;Hong Suk-Yoon
    • The Journal of the Acoustical Society of Korea
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    • v.24 no.7
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    • pp.371-378
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    • 2005
  • The objective or this paper is to measure the in-plane vibration intensity of a beam with a damped end that means the magnitude and direction of vibration power. Three experimental methods have been implemented to measure the in-plane vibration intensity over the beam. The first method is the accelerometer array method using two accelerometers. The second method is the frequency response function method using the only one accelerometer. The third method is the reference accelerometer method using a fixed reference accelerometer and another moving accelerometer. Those methods have been used to measure the spatial distribution of in-plane vibration intensity over the beam. The results obtained with those methods have been compared with each other. The results have been compared with an input power. It showed that the frequency response function method and the reference accelerometer method as well as the accelerometer array method can be effectively used to measure the in-plane vibration intensity in beams.

DETERMINATION OF OPTIMAL ROBUST ESTIMATION IN SELF CALIBRATING BUNDLE ADJUSTMENT (자체검정 번들조정법에 있어서 최적 ROBUST추정법의 결정)

  • 유환희
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.9 no.1
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    • pp.75-82
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    • 1991
  • The objective of this paper is to investigate the optimal Robust estimation and scale estimator that could be used to treat the gross errors in a self calibrating bundle adjustment. In order to test the variability in performance of the different weighting schemes in accurately detecting gross error, five robust estimation methods and three types of scale estimators were used. And also, two difference control point patterns(high density control, sparse density control) and three types of gross errors(4$\sigma o$, 20$\sigma o$, 50$\sigma o$) were used for comparison analysis. As a result, Anscombe's robust estimation produced the best results in accuracy among the robust estimation methods considered. when considering the scale estimator about control point patterns, It can be seen that Type II scale estimator provided the best accuracy in high density control pattern. On the other hand, In the case of sparse density control pattern, Type III scale estimator showed the best results in accuracy. Therefore it is expected to apply to robustified bundle adjustment using the optimal scale estimator which can be used for eliminating the gross error in precise structure analysis.

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포장과 법률 - 제품의 포장재질·포장방법에 관한 기준 등에 관한 규칙

  • (사)한국포장협회
    • The monthly packaging world
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    • s.350
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    • pp.92-96
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    • 2022
  • 환경부는 온라인 유통 확대에 따라 택배 과대포장으로 인해 포장재 등 자원의 낭비와 1회용 택배포장 폐기물이 증가하고 있어 '제품의 포장재질·포장방법에 관한 기준 등에 관한 규칙(약칭: 제품포장규칙)'을 일부개정했다. 제품의 포장재질·포장방법에 관한 기준 등에 관한 규칙 제2조 제2항을 신설하여 「소비자기본법」에 따른 소비자에게 수송하기 위한 목적의 제품포장에 대해서는 제4조의 포장방법에 관한 기준을 준수하도록 하고, 별표1에 1회용 수송포장 관련 제품의 포장방법에 관한 기준을 신설해 택배의 과대포장을 방지하도록 도모한다. 아울러 제조·수입·판매자의 준비기간 등을 고려해 시행을 2년간 유예하며, 시행 후 제작·수입되는 제품에 대해서 적용할 예정이다. 다음에 그 상세 내용에 대해 살펴보도록 한다.

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Framework of seismic design specification for telecommunication (통신설비 적용 내진 규격기준 프레임워크)

  • Lee, Sang-Mu;Cho, Pyung-Dong
    • Journal of the Earthquake Engineering Society of Korea
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    • v.12 no.2
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    • pp.45-52
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    • 2008
  • The telecommunication facilities by the basic law of telecommunication were added to the protection law against natural disasters as a scope of seismic design application on January 2007 since legal regulation had been reinforced in our country as in the circumstance that earthquakes are now frequently occurred in several areas over the world. This paper handles an establishing provision of concrete seismic design specification for applying to telecommunication facilities. For this purpose, this paper classified the parts of telecommunication facilities as being the correspondents to apply seismic design and analyzes the procedure of the design specification of building structure as the part of building construction law as a basic reference for seismic design application. And the method of introducing the foreign specification is presented. Thereon seismic design measures to be introduced into legal regulation are suggested for telecommunication service endurance against earthquake.

Improved Stability Design of Plane Frame Members (평면프레임 구조의 개선된 좌굴설계)

  • Kim, Moon Young;Song, Ju Young;Kyung, Yong Soo
    • Journal of Korean Society of Steel Construction
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    • v.18 no.2
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    • pp.225-237
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    • 2006
  • Based on the study conducted by Kim et al. (205a, b), an improved stability design method for evaluating the effective buckling lengths of beam-column members is proposed herein, using system elastic/inelastic buckling analysis and second-order elastic analysis. For this purpose, the stress-strain relationship of a column is inversely formulated from the reference load-carrying capacity proposed in design codes, so as to derive the tangent modulus of a column as a function of the slenderness ratio. The tangent stiffness matrix of a beam-column element is formulated using the so-called "stability functions," and elastic/inelastic buckling analysis Effective buckling lengths are then evaluated by extending the basic concept of a single simply-supported column to the individual members as one component of a whole frame structure. Through numerical examples of several structural systems and loading conditions, the possibilities of enhancement in stability design for frame structures are addressed by comparing their numerical results obtained when the present design method is used with those obtained when conventional stability design methods are used.