• Title/Summary/Keyword: 건설기술자

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An Analysis of Perceptions by Road Construction Engineers on ICEC Framework at the time of System Transition, from Responsibility Supervision to Construction Management (II) - Focused on CM Terminology & ICEC Coordination - (책임감리가 건설사업관리(CM)로 전환시 도입된 역량지수(ICEC)에 대한 도로건설기술자들의 인식 분석(II) - CM 용어와 ICEC 조정을 중심으로 -)

  • Park, Hyo-Sung;Kim, Nak-Seok
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.35 no.6
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    • pp.1357-1366
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    • 2015
  • This study (II) aims to draw up the future-oriented construction policy recommendations based on the outcomes as a result of a broad research and conducting questionnaire surveys on the arguable issues raised by construction engineers for roads and bridges in the course of previous study (I) implementation. As for the question of "The term 'Construction Management (CM)' which currently is defined in two (2) ways", 45% of respondents have answered that two (2) different types of CM should be unified into one (1) CM type as is the case in most advanced countries. About the question of "The ways to educate the CM professionals", many respondents have preferred to acquire CM professional certificate after receiving education for a certain period of time from private CM training institutions. As for the question of The revised draft that the ICEC grade of special engineers for design, construction and quality control areas shall be "more than 78 points from a more than 75 points by the original draft." 52% of respondents preferred to maintain the original draft. About the question of "The reason why the CM system has not been working well yet." 62% of respondents have answered that the staff members who are in charge of handling public project procurements are concerned about the fact that their roles (or activities) might be deprived as a result of CM adoption. In order for the CM system to be activated, based on the notion that the construction projects must be out soured, the reshuffle of the headquarter organization of Ministry of Land, Infrastructure and Transportation (MLIT) should be preceded.

A Study on Substantiation Methodology for Extension of Time in International Mega-Project Claims (해외 대형건설공사 공기지연클레임의 공기연장기간 입증방법)

  • Kim, Young-jae;Kim, Tae-kyoung;Jo, Duk-sang;Lee, Hwang-ku
    • Korean Journal of Construction Engineering and Management
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    • v.16 no.3
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    • pp.165-176
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    • 2015
  • Recently many Korean large-sized construction companies as well as specialty contractors have been expanding their business in the overseas market to mitigate impacts from long-term stagnation in the domestic market. Such as a result, it has been arisen as a major issue that contractors effectively manage the delays which have been commonly faced with in international mega-projects. Therefore it can be said that the ability of the delays management leads a success of project. This paper presents a review of literature for delay analysis methods such as time impact analysis(TIA) and raises practical problems to rationally substantiate the duration of extension of time(EoT) in international mega projects which have wide scope of works as well as complicated and detailed contract baseline programs by taking theoretical approaches. We suggest the two improvement concepts to substantiate the EoT claims which are effectively applicable to practical projects. The first is to sort out dominant delays among numerous delays in advance of applying a delay analysis. The second is to set up the delay sections with the advanced concept for analysing delays' effects by TIA. This study performed a case study on an actual international mega-project. to confirm the effectiveness of improvement concepts that this practical approach is applicable for the assessment of EoT. In conclusion, this paper supposes to provide practitioner in charge for an EoT claim with an advanced substantiation methodogy when they not only analyse the construction delays by using TIA, but also negotiate with stakeholders about with the assessment of EoT.

Raising Percentage of Employment and Analysis of Employment Statistics of Construction Engineers (건설기술자의 취업통계분석 및 취업률 제고방안)

  • Park, Hwanpyo;Han, Jaegoo;Kim, Younghyun
    • Korean Journal of Construction Engineering and Management
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    • v.18 no.3
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    • pp.3-11
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    • 2017
  • Since the global financial crisis, the average youth employment rate in OECD countries dropped from 54% in 2007 to 50.8% in 2013 while the average youth unemployment rate jumped from 9.7% in 2007 to 13.4% in 2013. A similar trend was seen in Korea, with a decrease of the youth employment rate from 42.6% in 2007 to 41.5% in 2015. The country's youth unemployment rate increased from 7.2% in 2007 to 9.2% in 2015. The low youth employment rate has quickly become a social problem not only in Korea but also worldwide. The Korean construction industry will gradually move its focus of investment from quantitative growth to investing in qualitative growth of the sector. In this sense, it is imperative to create jobs for construction engineers and train global talents. This study analyzed the presence of construction engineers and the employment status of university graduates in Korea to suggest ways to create jobs for young construction engineers. To train global talents in the construction engineering sector, it will be necessary to not only establish middle-long term plans but also change the perception of the construction industry from 3D (dirty, difficult, dangerous) to 3C (clean, clear, creative) along with appropriate infrastructure supporting the industry.

Analysis of Factors Affecting Job Competency of Quality Management for a Construction Manager (건설사업관리자의 품질관리 직무 역량에 영향을 미치는 요인 분석)

  • Jung, Seoyoung;Yu, Jungho
    • Korean Journal of Construction Engineering and Management
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    • v.18 no.1
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    • pp.65-73
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    • 2017
  • Today, the United States, Europe and other advanced organizations are utilizing the concept of competency-based HR management. Recently, many organizations in Korea are also managing workforces by introducing the concept of job competencies in personnel management. However, in spite of the current trend, domestic human resources management methods for construction managers continues to operate by asking about work experience, licensing, education level, etc. This is a seniority system and it functions separately from an assessment of practical job competencies for the business. Moreover, construction management work has been very fragmented in terms of expertise and capacity depending on the type of management work and project progress. Therefore, it is necessary to develop a competencies management system for each business segment to effectively manage job competencies that reflect the the characteristics of a construction manager' s work. As such, the aim of this study is to analyze human resources management methods pertaining to domestic construction managers and present challenges and limitations in current practices. In particular, factors affecting the job competencies of construction managers are analyzed statistically. The results of this study will be used as the basis for future research into development of a construction manager competency management system.

Content Analysis of Vocational Research Trend in Construction Field (건설분야 직업관련 연구동향 내용분석)

  • Nam, Keong-Woo;Jang, Myunghoun
    • Korean Journal of Construction Engineering and Management
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    • v.22 no.2
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    • pp.31-41
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    • 2021
  • The purpose of this study is to analyze the properties of previous studies related to vocations in the construction field. The results of the analysis are as follows. First, The paper has not been published at the beginning of the establishment of the academic foundation for vocational studies, but there was a marked increase over the next 15 years. Second, research related to vocations in the construction field has been more active in engineering than in social science. Third, the primary data method was used much more than the secondary data method, and the quantitative research method through a questionnaire was the most common research method. Fourth, human objects showed the highest frequency as 78.9%, and among them, technicians was the most. Fifth, as the research topic, psychological and behavioral aspects such as job satisfaction, job stress, turnover intention, and organizational commitment were dealt with most, and structural and environmental aspects such as national job competency standards, job analysis, construction accidents, and career development. It was also found that the topic of the research was actively being dealt with.

Suggestions on the Improvement of the Hydrological Data Operation (수문관측자료 운영 개선방안에 대한 연구)

  • Kim, Hwi-Rin;Cho, Hyo-Seob
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.706-709
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    • 2006
  • 현재 수문관측 자료의 양적 확보와 더불어 질적인 측면에서도 대부분의 기술자들이 자료의 신뢰도에 의문을 제기하고 있다. 이러한 의문은 자료의 오.결측, 자료계열에 내재된 오차 등으로 인한 자료의 불확실성에서 찾을 수 있고, 품질을 알 수 없는 원시자료가 설계와 평가 등에 여과 없이 반영되고 있기 때문이다. 본 논문에서는 건설교통부 한강홍수통제소에서 수행하고 있는 수문관측자료를 대상으로 하여 관측, 기록, 전송, 품질관리, DB구축 및 정보화의 5단계로 임의 분류하고 각 단계별 현황을 파악하여 문제점을 검토한 후 개선방안을 도출하고자 하였다.

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Effect of PMIS Quality on Intention to Use and User Satisfaction (건설 PMIS 품질이 사용의도 및 사용자 만족도에 미치는 영향)

  • Sung, Min-Woo;Kim, Ka-Ram;Lee, Seul-Ki;Yu, Jung-Ho
    • Journal of the Korea Institute of Building Construction
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    • v.12 no.1
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    • pp.122-132
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    • 2012
  • Establishing a success model of a specific information system is critical to understanding the mechanism of IS success, the various dimensions of IS performance, and the factors and their causal relations in IS success. As one of the key IT applications, the project management information system (PMIS), particularly the web-based PMIS (Web-PMIS), has played a significant role in construction management processes in Korea. However, there have been few research attempts made to construct a Web-PMIS success model. This study primarily aims to propose a Web-PMIS success model based on DeLone and McLean's IS success model, and to discuss whether or not the D&M IS success model can be applied to the construction Web-PMIS. A questionnaire was sent out to Web-PMIS users (construction managers and constructors), and 253 completed questionnaires were received. Through multi-regression analysis, it was confirmed that it is statistically acceptable to apply the D&M IS success model to the Web-PMIS. However, the explanatory power of the model is not sufficient, and some of the model factors are not statistically significant enough. Relying on the statistical analysis results, this study also discusses the development direction for the Web-PMIS success model.

Development of Omnidirectional Object Detecting Technology for a Safer Excavator (굴삭기 작업영역의 전방위 장애물 탐지기술 개발)

  • Soh, Ji-Yune;Lee, Jun-Bok;Han, Choong-Hee
    • Journal of the Korea Institute of Building Construction
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    • v.10 no.4
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    • pp.105-112
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    • 2010
  • The demand for the development of automated construction equipments is gradually increasing to deal with the current problems of construction technology, such as a lack of experienced workers, the aging of engineers, safety issues, etc. In particular, earth work such as excavation is very machine-dependent, and there has been a great deal of research on the development of an intelligent excavator, which involves great safety concerns. Thus, the objective of this study is to develop the technology to enhance the safety of intelligent excavation systems by developing an omnidirectional object detection technology for the intelligent excavator and applying it to a user-friendly system. The existing literature was reviewed, and the function of various sensor technologies was investigated and analyzed. Then, the best laser sensor was selected for an experiment to determine its effectiveness. An omnidirectional object detection algorithm was developed for a user interface program, and this can be used as the fundamental technology for the development of a safety management system for an intelligent excavator.

The Investigation and Analysis of Field Condition on the Electrical Shock Hazard of Electrical Facilities Used for Temporary Power Supply at Construction Site (임시전력 건설현장에 사용되는 전기설비의 감전위험에 관한 현장실태 조사 및 분석)

  • Gil, Hyoung-Jun;Lee, Bok-Hee
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.18 no.6
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    • pp.197-204
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    • 2004
  • The temporary power installations are to be used for temporarily supplying power during work at construction sites and have a minimum of protective devices to differ from permanent installations. There are many risk factors caused by loose working environments, deterioration of installations at construction sites. To analyze risk factors of temporary power installations, the investigation and the questionnaire were carried out side by side for power receiving system patch and panel boards, and were performed by researcher, the related expert, engineer of Korea Electrical Safety Corporation all over the country. The objects were variable such as an airport, an apartment, a municipal playground As a result, there are many problems such as a bad lock, poor protection of charging department. Solvable methods are improvement of the related regulation safety education, safety check and so on. In the future, the analytical data can be applied to prevent the electrical shock at construction site, and can be used to stabilize electrical installations.

Review on Rock-Mechanical Models and Numerical Analyses for the Evaluation on Mechanical Stability of Rockmass as a Natural Barriar (천연방벽 장기 안정성 평가를 위한 암반역학적 모델 고찰 및 수치해석 검토)

  • Myung Kyu Song;Tae Young Ko;Sean S. W., Lee;Kunchai Lee;Byungchan Kim;Jaehoon Jung;Yongjin Shin
    • Tunnel and Underground Space
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    • v.33 no.6
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    • pp.445-471
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    • 2023
  • Long-term safety over millennia is the top priority consideration in the construction of disposal sites. However, ensuring the mechanical stability of deep geological repositories for spent fuel, a.k.a. radwaste, disposal during construction and operation is also crucial for safe operation of the repository. Imposing restrictions or limitations on tunnel support and lining materials such as shotcrete, concrete, grouting, which might compromise the sealing performance of backfill and buffer materials which are essential elements for the long-term safety of disposal sites, presents a highly challenging task for rock engineers and tunnelling experts. In this study, as part of an extensive exploration to aid in the proper selection of disposal sites, the anticipation of constructing a deep geological repository at a depth of 500 meters in an unknown state has been carried out. Through a review of 2D and 3D numerical analyses, the study aimed to explore the range of properties that ensure stability. Preliminary findings identified the potential range of rock properties that secure the stability of central and disposal tunnels, while the stability of the vertical tunnel network was confirmed through 3D analysis, outlining fundamental rock conditions necessary for the construction of disposal sites.