• 한국안전학회지
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• 제21권4호
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• pp.73-84
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• 2006

Standard safety management cost system was established in 1988 as a decree Number of 88-13, first time. And then, it has been revised fourteen times, up to now. A lot of practical investigations have been made for the revision but many problems at sites are continued to be put out so that it should be revised. This study is to find out hazard level of each work kinds through questionnaire and interview and investigate analyze the status which standard safety management costs have been used. Also, this study is to show reasonable rates of standard safety management costs in construction industry and to set up countermeasures against those problem after reviewing its status in korea with in Japan and Europe. Budget and actually performed amount of safety management costs in this study are investigated. costs for temporary work which is clarified in Japan is collected in order to compare domestic cost rate with Japanese one related to the total project amount. This study is to investigate eleven project kinds of domestic system, first, and to investigate eleven items of apartment bldg, office, civil work such as bridge, tunnel, dam, plant etc, secondly. Additionally, three items of gymnasium, railway, particular steel tower are investigated in this study. Also this study is to investigate and analyze performed costs of presently processing worker finished work so that it shows a new reasonable rate against standard safety management costs in construction industry, in order to make basical data and material to be systemized.

• 대한환경공학회지
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• 제33권4호
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• pp.223-230
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• 2011

EMEP/EEA Emission Inventory Guidebook에 의하면 자동차 주행에 따른 총 대기오염물질 배출량을 Hot Start와 Cold Start로 구분해 산출하도록 하고 있다. 본 연구에서는 이러한 자동차 주행주기 특성을 감안하여 교통사업의 타당성 분석 시환경비용절감 편익의 현실적인 산정방안에 대해 검토하였다. 이를 위해 교통수요 분석모형(EMME/3)을 이용하여 분석영향권내 모든 링크단위의 교통량과 통행속도 자료를 활용하는 Tier 3 방식으로 환경오염 물질을 선출하였다. 본 연구에서 제안된 방법론의 적용성 검토를 위해 현재 계획중인 철도 투자평가사업에 적용하였으며, 적용결과 환경부문의 편익이 기존 대비 약 30% 정도 증가하는 것으로 나타났다. 향후 본 연구에서 제안한 방법론이 투자평가과정에서 적용된다면 철도와 같은 친환경 교통수단의 투자활성화에 기여할 것으로 기대한다.

• 한국정보통신학회논문지
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• 제20권3호
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• pp.654-662
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• 2016

사고수목을 이루는 게이트나 기본사상이 많아질수록 정상사상 확률의 정확한 계산이 어려워진다. 이를 극복하기 위해 BDD 방법을 적용하면 중소형 사고수목의 경우 짧은 시간에 근사계산 없이 정확한 값을 구할 수 있다. CUDD 함수를 이용하여 사고수목을 BDD로 변환하고 그로부터 정상사상의 발생확률을 구하는 고장경로 탐색 알고리즘을 고안하였다. 후방탐색 알고리즘은 전방탐색 알고리즘보다 고장경로의 탐색과 확률계산 시간에서 효과적이다. 이 탐색 알고리즘은 BDD에서 고장경로를 찾는데 있어서 탐색시간을 줄일 수 있고, 해당 사고수목의 단절집합과 최소단절집합을 찾는 유용한 방법이다.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2018년도 춘계학술대회
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• pp.515-517
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• 2018

변전소, 댐, 철도 등과 같은 공공시설들의 출입은 매우 엄격하제 관리되어 있으며 최근에는 IT기술의 발전과 정부의 비용절감정책으로 무인감시설비가 도입되어 운영되고 있다. 그러나 무인감시설비에 고장이 발생되면 감시 공백과 침입자에 의한 정보유출과 시설파손 등의 피해가 발생할 수 있다. 또한 감시설비의 점검을 위해서는 관리자의 주기적 방문점검이 필요하며 이로 인해 추가적인 관리비용이 발생되는 문제점을 갖고 있다. 이를 해결하기 위해 본 논문에서는 무인감시설비의 동작 상태를 실시간 점검하여 문제 발생 시 자동복구를 시도하고 관리자에게 이를 통보하는 시스템을 설계하였다. 설계된 시스템은 영상, 음향, 조명 상태 등의 정보를 수신하고 판단하는 NVR과 무인감시설비의 상태를 감지하고 복구를 시도하는 제어장치로 구성되어 있다. 본 논문에서 제안된 시스템을 이용하여 무인감시설비의 고장으로 인한 감시공백 최소화와 점검비용의 감소로 인한 경제성 향상에 기여할 것으로 기대된다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제5권4호
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• pp.569-579
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• 2013

A steel-type breakwater that uses a submerged dual horizontal porous plate was originally proposed by Kweon et al. (2005), and its hydrodynamic characteristics and design methodology were investigated in a series of subsequent researches. In particular, Kweon et al. (2011) proposed a method of estimating the vertical uplift force that acts on the horizontal plate, applicable to the design of the pile uplift drag force. However, the difference between the method proposed by Kweon et al. (2011), and the wave force measured at a different time without a phase difference, have not yet been clearly analyzed. In this study, such difference according to the method of estimating the wave force was analyzed, by measuring the wave pressure acting on a breakwater model. The hydraulic model test was conducted in a two-dimensional wave flume of 60.0 m length, 1.5 m height and 1.0 m width. The steepness range of the selected waves is 0.01~0.03, with regular and random signals. 20 pressure gauges were used for the measurement. The analysis results showed that the wave force estimate in the method of Kweon et al. (2011) was smaller than the wave force calculated from the maximum pressure at individual points, under a random wave action. Meanwhile, the method of Goda (1974) that was applied to the horizontal plate produced a smaller wave force, than the method of Kweon et al. (2011). The method of Kweon (2011) was already verified in the real sea test of Kweon et al. (2012), where the safety factor of the pile uplift force was found to be greater than 2.0. Based on these results, it was concluded that the method of estimating the wave force by Kweon et al. (2011) can be satisfactorily used for estimating the uplift force of a pile.

• 한국ITS학회 논문지
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• 제16권2호
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• pp.161-170
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• 2017

발리스는 열차의 안전한 운행을 위하여 철도의 레일 사이에 설치하여 운영하는 장치로, 텔레그램이라 칭하는 정보(거리 구배 속도 임시 속도제한 등의 가변정보)를 무선으로 통과하는 열차에 전송하는 기능을 갖는다. 본 연구는 이에 필요한 DBPL 인코더의 설계에 대한 것이다. 일반적으로 발리스를 위한 DBPL 인코더는 전용 ASIC이나 FPGA를 통하여 구현하고 있으나, 본 연구에서는 범용의 저전력 마이크로컨트롤러(STM32L4 Series)를 활용하여 설계하였다. 본 연구의 DBPL인코더는 펌웨어 방식의 논리적 1차 처리 수단과 마이크로컨트롤러 내장 SPI Bus 등을 이용한 물리적 출력수단으로 구분하여 설계하였다. 본 연구의 DBPL 인코더는 유로발리스 표준에서 요구하는 564.48Kbps의 속도로 동작 가능함을 확인하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.521-532
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• 2008

Supporting system design and construction management for the soft and hard rock layers with fractured zones are very important theme for the safety of temporary retaining wall, surrounding ground and structures in the urban deep excavation for the construction of subway, railway, building etc. The prevailing design method of supporting system for the soft and hard rock layers in the deep excavation is mostly carrying out by simplification without proper consideration for the characteristic of rock discontinuities. Therefore the behaviors of rock discontinuities and fractured zones dominate the whole safety of excavation work in the real construction stage, serious disaster due to the failure of temporary retaining wall can be induced in the case of developing large deformations in the ground and large axial forces in the supporting system. This paper introduces examples of deep excavation where the soft and hard rock layers with fractured zones were designed to be supported by shotcrete and rock bolt, deformations of corresponding ground and supporting systems in the construction period and increments of axial force in the upper earth anchors and strut due to the these deformations were investigated through detailed analysis of measurement data, the results were so used for the management of consecutive construction that led to the safe and economical completion of excavation work. The effort of this article aims to improve and develop the technique of design and construction in the coming projects having similar ground condition and supporting method.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.562-570
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• 2010

This study was conducted to estimate the number of disc cutter consumption and to predict amount of disc cutters when a shield TBM(Tunnel Boring Machine) of the Han Riverbed Tunnel was applied. In fact, it is almost impossible to change the machine after starting the excavation using the shield TBM method. Therefore, it is important to design an appropriate equipment in the shield method - an efficiency choice of the operation equipment plays a key role in the shield tunnel processing. For the above reason, the disc cutter consumption prediction is quite important so that the detailed analysis is required. A number of disc cutter consumption was predicted by the three methods, viz. KOMATSU, MITSUBISHI and NTNU. In addition, the predicted results were compared with field data. The prediction of disc cutter consumption showed that 237 for KOMATSU, 501 for MITSUBISHI, and 634 for NTNU, respectively. However, a total number of 1,263 disc cutter consumption were investigated during the tunnel construction. It was found that there was a huge difference between the predicted and real values of the disc cutter consumption. The more detailed investigation showed that the disc cutter was worn out bluntly in the northbound tunnel, meanwhile it was worn out sharply in the southbound tunnel. In particular, the disc cutter consumption in the southbound tunnel was increased rapidly because of rear abrasion for remaining mucks in the chamber.

• 복식
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• 제58권1호
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• pp.90-103
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• 2008

This study aims to examine the current state of wearing working clothes for the workers who work in Electric Technology Division, Korea Railroad Corporation, to identify inconveniences and problems in relation to the working clothes, and based on the examination, to find a way to improve them, creating a design of summer working clothes that will have more advanced functionalities including activity adaptability and comfort. Survey was conducted through direct observation and interview for Electric Railway Power Team. A total of 352 copies were collected and analyzed. Based on the results of questionnaire, an experimental clothes, the functionality of which has improved in terms of design, material, and patterns, was created. The followings are the results of the study. Easy activity, design, and comfort are required as functions of working clothes. In design related questions, the survey shows high dissatisfaction in the color of existing working clothes, and preferred colors are dark blue and gray. With regard to the method of zipping up the front side, zippers are preferred. Although many pockets on the existing working clothes have high satisfaction, dissatisfaction to pocket format is high. In material related questions, lower dissatisfaction is indicated for the sense of touch, ventilation and sweat absorption. It is shown that the areas frequently polluted include the lower part of pocket, the edges of sleeves and elbow areas on the jacket. The frequently polluted area of the trousers include knee areas, the edges of pants and buttocks. With regard to the areas where the workers felt discomfort when motion, discomfort is highly indicated with armpits and back on the jacket. Also discomfort is highly indicated with crotch, buttocks and knee areas on the trousers. In material related questions, lower dissatisfaction is indicated for the sense of touch, ventilation, sweat absorption.

• Geomechanics and Engineering
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• 제23권5호
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• pp.441-454
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• 2020

The tunnel collapse, large deformation of surrounding rock, water and mud inrush are the major geological disasters in soft rock tunnel construction. Among them, tunnel collapse has the most serious impact on tunnel construction. Current research backed theories have certain limitations in identifying the collapse risk of soft rock tunnels. Examining the Zhengwan high-speed railway tunnel, eight soft rock tunnel collapse influencing factors were selected, and the combination of indicator weights based on the analytic hierarchy process and entropy weighting methods was obtained. The results show that the groundwater condition and the integrity of the rock mass are the main influencing factors leading to a soft rock tunnel collapse. A comprehensive fuzzy evaluation model for the collapse risk of soft rock tunnels is being proposed, and the real-time collapse risk assessment of the Zhengwan tunnel is being carried out. The results obtained via the fuzzy evaluation model agree well with the actual situation. A tunnel section evaluated to have an extremely high collapse risk and experienced a local collapse during excavation, verifying the feasibility of the collapse risk evaluation model. The collapse risk evaluation model proposed in this paper has been demonstrated to be a promising and innovative method for the evaluation of the collapse risk of soft rock tunnels, leading to safer construction.