• Journal of the Society of Disaster Information
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• v.9 no.2
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• pp.195-205
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• 2013

Construction Management means a comprehensive plan of given the resources and the operation of the elements to complete the construction within the construction period. The construction period of these shall be determined by calculation based on reliable initial business. However, in actual field, inaccurate task duration is determined to the intuitive judgments of representative, reference of a similar project construction period of the past. As previous studies for the improvement of existing methods, This study presented a standard model that can be utilized in the early stages of construction projects for the TBM method operating by diameter (2.6m, 3.0m, 3.5m, 5.0m, 8.0m), and This study presented and calculated construction period which can estimated quickly the entire outline the construction period Therefore, When performing TBM construction work in the future, the total construction period which presented and analyze by TBM diameter, can be used as a useful material which plan and manage construction contracts, construction estimating, construction planning to the basic planning stage, and the basic design stage.

• 월간 기계설비
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• s.302
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• pp.82-86
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• 2015

정부는 건설산업기본법 일부 개정안을 지난 8월 11일 공포했다. 개정된 건산법은 앞으로 수급인이 일방적으로 하도급계약을 해제 해지하면 계약이행보증금 지급을 요청할 수 없고 하도급공사에 추가 변경사유가 발생한 경우 그 내용과 금액, 기간 등을 명시한 서면을 교부하도록 의무화했다. 한편 하자담보책임기간은 원칙적으로 법정기간으로 하되, 공사특성 등을 고려해 도급계약에서 따로 정할 수 있도록 하는 한편, 그동안 논란이 됐던 '완공일'의 개념도 '목적물의 관리 사용을 개시한 날과 준공검사를 완료한 날 중에서 먼저 도래한 날'로 명확히 규정했다. 이밖에 건설 관련 법령의 이해도 및 윤리의식 제고를 위해 신규 건설업자에 대한 교육제도를 신설하였으며, 건설 관련 공제조합 운영위원 수 상한을 확대하여 보다 많은 대표성 있는 조합원이 운영위원회에 참여할 수 있도록 했다. 개정된 건설산업기본법은 2016년 2월 12일부터 시행된다.

• Korean Journal of Construction Engineering and Management
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• v.9 no.5
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• pp.104-115
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• 2008

Currently, reconstruction and remodeling are conducted to improve the performance of aged housing. Recently reconstruction has caused many problems such as wastes generation, wasting resources and real estate speculation, remodeling is drawing attention. Accordingly, remodeling business for aged housings gradually increasing, but the use of scheduling method not considering characteristics of remodeling deters construction in some construction types. Especially, in case of dismantling construction, the dismantling is delayed since the scheduling method not considering characteristics of remodeling is used. In case of remodeling, dismantling construction is ahead of other processes, if the dismantling construction is delayed, whole construction will be delayed and if speedy construction is conducted, the costs for remodeling will increase. Furthermore, existing remodeling for aged housing has been for rahmen(crossbeam and pillar) structure apartments, but since most apartments to be remodeled are wall-slab structure where dismantling takes a lot of weight, it is highly possible the dismantling construction is delayed. Thus, this paper is to establish scheduling method for the dismantling construction reflecting characteristic of remodeling to prevent delay of dismantling construction for remodeling of aged housing with wall-slab structure.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2007.11a
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• pp.327-330
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• 2007

This paper verifies that the normality assumption that the simulation output data, Project Completion Times (PCTs), follow normal distribution is not always acceptable and the existing belief may lead to misleading results. A risk quantification method, which measures the effect caused by the assumption, relative to the probability distribution of PCTs is implemented as an algorithm in MATLAB. To validate the reliability of the quantification, several series of simulation experiments have been carried out to analyze a set of simulation output data which are obtained from different type of Probability Distribution Function (PDF) assigned to activities'duration in a network. The method facilitates to find the effect of PDF type and its parameters. The procedure necessary for performing the risk quantification method is described in detail along with the findings. This paper contributes to improving the reliability of simulation based scheduling method, as well as increasing the accuracy of analysis results.

• Korean Journal of Construction Engineering and Management
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• v.6 no.4 s.26
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• pp.80-90
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• 2005

Activity durations retain probabilistic and stochastic natures due to diverse factors causing the delay or acceleration of activity completion. These natures make the final project duration to be a random variable. These factors are the major source of financial risk. Extending the Stochastic Project Scheduling Simulation system (SPSS) developed in previous research; this research presents a method to estimate how the final project duration behaves when activity durations change randomly. The final project cost is estimated by considering the fluctuation of indirect cost, which occurs due to the delay or acceleration of activity completion, along with direct cost assigned to an activity. The final project cost is estimated by considering how indirect cost behaves when activity duration change. The method quantifies the amount of contingency to cover the expected delay of project delivery. It is based on the quantitative analysis to obtain the descriptive statistics from the simulation outputs (final project durations). Existing deterministic scheduling method apply an arbitrary figures to the amount of delay contingency with uncertainty. However, the stochastic method developed in this research allows computing the amount of delay contingency with certainty and certain degree of confidence. An example project is used to illustrate the quantitative analysis method using simulation. When the statistical location and shape of probability distribution functions defining activity durations change, how the final project duration and cost behave are ascertained using automated sensitivity analysis method

• Journal of the Korea Institute of Building Construction
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• v.11 no.1
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• pp.73-81
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• 2011

The ultimate goal of construction is to complete the given work in the most economical and safest way within the required construction period while meeting the quality standards specified in the design drawing. There are a few characteristics of finish work. First, executed in subdivided processes, finish work involves a very diverse and complex structure. Second, there are no criteria for each segmented process with regard to the appropriate time of input. Third, it is not very necessary to set priorities for lead and lag works. This study intends to provide information on the completion of a project in accordance with the required duration by setting priorities in the delay of each detailed process of finish work to minimize delay in finish work. In this study, finish work is divided into wet work and other types of finish work, and the importance of each process is classified based on the given details of each process. In addition, the study employs a survey to analyze delay factors of a designer, a constructor, and a supplier. Using the survey results, the study sets priorities in delay of final work to provide information on the completion of an apartment project within the planned construction period.

• Proceedings of the KIEE Conference
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• 2008.04b
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• pp.19-21
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• 2008

현행 배전선로의 전주근가(1.2m 장방형)는 오거크레인을 이용한 건주공사 완료 후 전주근가 시공을 위한 별도의 인력 또는 백호우 장비가 추가로 투입피어 시공함으로써 인력으로는 공사시간이 장기간 소요되고 백호우장비로는 작업장 환경훼손과 시공원가 상승의 문제점이 있었다. 이러한 문제점을 해소하기 위하여 건주공사에 사용되는 오거크레인의 굴착 직경을 80cm까지 확장 가능한 '신축형 오거크레인용 유압식 확장기'와 원형 굴착공에 시공이 가능한 '아치형 전주근가'를 개발하고 이를 이용한 시공기술을 개발함으로써 동일장소에서 굴착작업이 수반되는 건주작업, 전주근가 매설작업을 가능하게 하여 장비활용성 증대, 작업장 환경개선, 공사기간 단축 및 시공원가 절감 등의 효과가 기대되는 기술을 개발하였다.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2018.11a
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• pp.186-189
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• 2018

KBS는 차세대 방식인 IP전송 기술을 UHD방송에 적용하기로 결정하고 2017년 9월부터 2018년 3월까지 약 7개월에 걸쳐 ALL-IP UHD부조정실 구축을 완료했다. 이후 약 3개월간의 시뮬레이션 기간을 거쳐, 현재 KBS 1TV '아침마당'과 '무엇이든 물어보세요' 를 생방송으로 제작하고 있고 KBS 2TV '그녀들의 여유만만'을 녹화 제작하고 있다. 본 논문은 UHD비디오신호와 오디오신호를 ALL-IP로 전송하기 위해 참조한 표준기술과 각 파트별 구축 세부내용을 소개한다. 또한 향후 지속적으로 발전할 IP제작 시스템에 대해 효율적인 계획과 대응을 할 수 있도록 구축사례에 대한 경험을 결론으로 논한다.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2007.11a
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• pp.643-646
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• 2007

As increase of the land price at downtown area, it makes people more and more interested of improving the space utilization such as makes buildings bigger, deeper and higher. Therefore, the importance of the underground construction which is the basic principle has been increased. As constructors have to complete underground construction as soon as possible with the minimum costs, they concentrate on the whole process of underground structure. Although they makes every these efforts, construction failure still happen because of the uncertainty of the condition of soil and the unexpected danger of underground construction. To make matter worse, there are only some examples without detailed information like 'how much this breakdown damage to the construction?' so it is the anther problem that most of people doesn't recognize the economical negative impact of underground structure breakdown. This report would make people understood the importance and risk of the underground construction by showing some analysis which was assumed from the real accidents.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.320-320
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• 2020

하천이용을 위한 다양한 개발사업이 이루어지고 있고 대규모 보가 설치되면서 과거와는 다른 변화된 수리조건에서 기존의 방법으로는 유량자료 생산이 더욱 어려워졌기 때문에 자동유량측정시설의 필요성이 증대되어 조위나 배수 영향을 받는 지점에서 기존 방식을 대체하거나 보완할 수 있는 새로운 유량측정방법으로 자리매김하게 되었다. 자동유량측정시설은 2020년 4월 현재 기준으로 한강 19개소, 낙동강 23개소, 금강 10개소, 영산간 10개소 총 62개소가 운영 중이다. 하지만 4대강 사업 이후, 수질 문제 등의 이유로 2017년 6월부터 순차적으로 4대강 보를 개방하여 보 운영수위에 따라 유속측정이 곤란한 관측소가 증가하고 있으며 이로 인해 환경부 수자원정보센터에서는 보 운영 별 최저수위에서도 자동유량측정시설 운영이 가능하도록 시설물을 개선하는 사업을 실시하고 있다. 개선사업 기간 동안 자료생산의 공백이 발생하지 않도록 인력에 의한 유량측정성과를 확보하여 관측소별 대안유량 산정방법을 개발하였다. 개발된 대안유량은 관측소 개선공사 기간뿐만 아니라 보 운영에 따른 수위저하로 인한 미계측 기간에도 적용하여 유량자료의 손실을 최소화 하도록 하였다. 2019년 운영현황을 범위로 전체 관측소 62개 중 4대강 보 구간에서 관측소 개선공사 8개소와 수위 저하로 유속측정이 불가능한 12개소 중 수위-유량관계곡선식 적용이 가능한 2개소를 제외한 10개소를 대상으로 평균 76일 결측이 발생한 것에 대해 대안유량 산정방법을 적용하여 전 기간 유량자료를 보완하였다. 그 결과 전체 2019년 자동유량측정시설 유량산정률은 99.8%로 자료생산의 공백을 최소화 할 수 있었으며 향후, 보 구간 자동유량측정시설 개선이 완료된 후에도 장비 이상 또는 이상치 발생 시에도 대안유량 산정방법을 활용하여 자료생산의 공백을 최소화 할 수 있을 것으로 기대하고 있다.