• Title/Summary/Keyword: 건설작업자

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Application Effect Analysis of The Modular Construction Method in The Extension Works (저층 교육시설 증축공사에서 모듈러 공법의 적용효과 분석)

  • Kim, Hakcheol;Shin, Dongwoo;Cha, Heesung;Kim, Kyungrai
    • Korean Journal of Construction Engineering and Management
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    • v.16 no.6
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    • pp.101-111
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    • 2015
  • The modular construction method has been getting more attention followed by global eco-friendly trend as the domestic construction industry has focused more on remodeling and extension work. The modular construction method is an industrialized construction system which is not likely as the existing construction method it manufactures more than 70% modules at the factory then assembling can be completed in a short amount of time on site. The modular construction method has various strengths; shortening of construction period by on-site work decrease, weight pressure reduction by usage of light steel frames and cost saving by repetitive manufacturing. However, it is currently not expanded due to the existing commercialized construction method. Therefore, this research is in order to help the related authorities make decisions to select the construction method and motivate expansion of modular construction method which can be utilized effectively in the extension works. The intention of this research is to stress differentiation from other construction methods in construction period, construction expenses, labor and forces by comparing and analyzing actual cases, to inform competitiveness of modular construction method by concrete effect analysis and to support adoption of the modular construction method into the domestic industry.

Review on the application of single-shell tunnel in Korea (싱글쉘 터널의 국내 적용에 대한 고찰)

  • Sangpil Lee;Heesang Ha;Donghyun Kim
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.26 no.3
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    • pp.223-242
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    • 2024
  • Single-shell tunnels, introduced to South Korea in the early 2000s, have not been adopted for the main tunnels of roads or railways over the past two decades despite several attempts starting with the Gwangju City Bypass. This reluctance likely arises from concerns about the long-term performance of supporting materials and the absence of relevant criteria and specifications. However, recent progress, including the incorporation of high-strength shotcrete standards and corrosion-resistant rock bolt specifications, alongside equipment and technique enhancements, necessitates a reassessment of single-shell tunnels. While the single-shell tunnel method offers advantages in environmental impact, construction cost and period compared to the conventional NATM, it is crucial to address the challenges, such as limited design and construction experience, incomplete detailed standards, and insufficient construction specifications, through further research and pilot projects. This paper reviewed the basic principles of single-shell tunnel, current application and research status, technical development trends, criteria and specifications, and remaining challenges. It aims to reignite discussions on the feasibility of applying single-shell tunnels in South Korea.

A Comparison of Quantity Take-Offs of RC Structures based on BIM (BIM기반 철근콘크리트구조의 물량산출 비교)

  • Yoon, Jong Deok;Cho, Hyun Sik;Lee, Jae Hong;Shin, Jae Yong;Kim, Eun Suk
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.33 no.1
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    • pp.35-44
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    • 2020
  • In the construction industry, there is a growing demand for the accurate calculation of the quantity take-off and construction budget at the design stage, and it is likewise important to grasp changes in the construction budget and quantity take-off if design alterations are made. In addition, lawsuits related to the quantity take-off and cost of construction are frequent; therefore, the calculation of these factors using building information modeling (BIM) has emerged as an alternative. However, existing 2D-based methods are still used more frequently than BIM-based methods for quantity take-offs and construction budgets. This is because of the lack of BIM experience of estimation workers and the absence of a national standard. However, from a designer's point of view, it is necessary to understand the quantity take-off and construction cost based on BIM and accurately create the design according to the budget. In this study, the quantity take-offs of concrete, rebar, and reinforced concrete structures (apartments) in Seoul and Yeongjong were compared with the quantity take-offs based on 2D and BIM methods. From the viewpoint of the designer, we aim to increase the accuracy of BIM-based quantity take-offs.

The Efficient Measurement Method of Buried Heritage by 3D Image Acquisition (3차원 영상취득에 의한 매장문화재의 효율적 측정기법)

  • Lee, Kye-Dong;Lee, Jae-Kee;Jung, Sung-Heuk
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.25 no.2
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    • pp.157-163
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    • 2007
  • Recently, industrialization of a country is accelerated and request of society infrastructure is raised so national land development is activity view. Accordingly, the search for a wide-ranging buried heritage do acted in large construction region. Because the buried heritage get buried in land that it is necessary to the precision search and research for a record and a preservation. Until now, Surveying techniques of a historic site have made status map, profile and cross section map through leveling survey, total-station survey and sketch of specialist. So, to solve problems existing relic survey or drawing making method have using digital camera these researches rapidly and economically obtain stereo image of object and present a technique that constructs 3D image model for digital photogrammetry method. Also, these researches construct 3D image model for record and preservation of a historic site through site test and in 3D and graphical express a historic site and support works that produce other maps if we need it. offer base data of GIS (Geographic Information System) to collect and analyze overall, information of a historic site.

Health Hazardous Substances in Construction Work in Korea (건설업 근로자의 유해 작업 환경 노출 실태에 관한 연구)

  • Choi, Jae-Wook;Mun, Jung-Soo;Kim, Jeong-Ah;Won, Jeong-Il;Park, Hee-Chan
    • Journal of Korean Society of Occupational and Environmental Hygiene
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    • v.10 no.1
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    • pp.74-92
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    • 2000
  • This study was performed to evaluate the working conditions In construction workers through measurements of working environments and to improve the working conditions and to design the appropriate environmental and health management system. The results of measurement for working environments in construction work are as following: 1. The excess rate of noise and dust concentration in express highway construction, road construction, building construction and interior painting was 28.6% and 24.5% respectively. 2. The excess rate of mixed organic solvents concentration in interior painting was 39.3%. 3. The chain type bulldozer has the highest level of vibration; the excess rate was 85.7%, and among the vibration instruments, the level of left hand's vibration of all vibrators exceeded the criterion and in the case of drilling all the level of vibration exceeded the criterion in both hands. On the basis of the results in this research the environmental and health management system for construction workers must be considered. Therefore, it is necessary to be introduced the special medical examination and measurement of working environments in construction industry. In defining "the working place" of Article 39 of Enforcement regulations of industrial safety and health act, the word "indoors" should be deleted. Then the eligible industry for measurement of working environment must be extended. And it is also necessary for construction industry to be performed group health management service by agencies such as other manufacturing industry.

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A Study on Embankment Compaction Control System using RI Gauge (I) -Focuses on the Inspection and Calibration of Radio-Isotope Density/Moisture Gauges- (RI계기를 이용한 성토시공 관리기법 연구 (I) -RI계기의 검증실험 및 교정식 작성-)

  • Koo, Bon Hyo;Na, Kyung Joon;Lee, Jin Hoo;Hong, Sung Wan
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.14 no.1
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    • pp.203-216
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    • 1994
  • The laboratory methods for compaction of soil (KSF 2312) and for moisture of soil (KSF 2306) in combination with the soil density in place by the sand-cone method (KSF 2311) are generally used for compaction control of soils. However, these methods have limitations in number of test and in accuracy. ]n addition, they are time-consuming. Therefore, they are not adequate for speedy control of embankment compaction in a project with huge amount of earthwork. The RI (Radioisotope) gauges for measurement of soil density and/or of soil moisture are widely used for the compaction control of soils in many countries. But in Korea, they have had a limited usage and available informations for uses of RI gauges are insufficient. Therefore, this study promotes efficient and safe use of RI gauges in geotechnical engineering. In this paper, fundamental aspects such as the priciples of RI gauges, gauge inspection techniques and the applicability and limitations of RI gauges for field usage were reviewed. And a new calibration curves suitable for the Korean soils were suggested.

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Application of 3D Picture Control to the Simulator to Visualize the Field Demonstration Data (실증 Data 시각화를 위한 풍력시스템 Simulator 3D 시각화 작업 구현)

  • Choi, Hyojin;Kim, Young Chan;Chun, Chinwha
    • 한국신재생에너지학회:학술대회논문집
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    • 2010.11a
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    • pp.187-187
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    • 2010
  • 풍력을 이용한 풍력발전기의 전력변환 시스템을 연구개발하기 위해서는 바람의 특성을 실내에서 구현할 수 있는 모의시험장치인 시뮬레이터가 요구된다. 모의시험장치는 바람을 받아 회전하는 블레이드 대신 풍속 값을 입력하여 전동기가 발전기에 토오크(torque)를 공급하게 된다. POSTECH 풍력에너지연구소는 2003년 750kW급 KBP-750D 풍력발전기용 모의시험장치에 이어, 2007년 2MW Gearless형 풍력발전기(KBP-2000M)의 400:1 축소모델인 5.83kW 모의시험 장치를 제작 완료하였다. (주)플라스포사는 모의시험장치를 이용하여 고효율의 전력변환장치 설계와 인버터 시스템 제어 알고리즘을 개발하였고, (주)유니슨은 2MW 풍력발전기용 통합연동제어 시스템을 제작 완료하여 2009년부터 대관령 실증단지에 초도품을 설치하고 실증운영 중에 있다. 본 논문은 대관령 실증단지에서 실시한 2MW 풍력시스템 실증과정에서 획득한 풍향과 풍속 데이터를 시각적으로 쉽게 보고 이해할 수 있도록 3D모델 처리방안을 적용하여 모의시험 장치에 구현한 내용이다. 풍력발전기 개발은 현재 대형화 추세에 있으며 연구개발 단계에서 풍력발전기의 발전 및 제어부분의 기능적 안정성 확보와 효율성 증대를 위한 적절한 시험은 필수적이다. 그러나 풍력발전기의 특성상 타워를 건설하고 회전자 블레이드를 사용하여 시험한다는 것은 설치 공간과 비용의 제약이 따른다. KBP-2000M (2MW) 모의시험장치는 풍력발전기와 같은 대형장비를 연구 개발하는데 필수적이며, 실증을 통해 획득한 Data를 적용함으로서 재품의 문제점을 찾아내고 성능향상을 도모하는데 필요하다. 실증 Data를 시각적으로 3D로 표현함으로서 현장의 풍속/풍향 변화를 사실감 있게 느끼게 되었다. 앞으로도 풍력발전기를 연구개발하거나 성능향상을 위해서는 적절한 제어와 안전을 위한 연동장치를 갖춘 스케일 다운된 모의시험장치 구축이 요구될 것이다. 풍력발전기의 실증과정에서 획득한 데이터를 모의시험장치에 적용(Feedback)하여 지속적인 성능향상을 높여나갈 것이다.

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A scheme to increase the speed at which special vehicles enter the expressway (특수차량의 고속도로 진입 속도를 향상시키기 위한 방안)

  • Qin, Zhicong;Pan, Young-Hwan
    • Journal of the Korea Convergence Society
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    • v.11 no.6
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    • pp.59-67
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    • 2020
  • Expressway is the main link in promoting the national economic development, which plays a vital part in improving the regional economy and people's living standards, therefore, it is of great significance to accelerate the construction of expressways. However, because it is difficult for the existing system to identify the information of special vehicles quickly, leading to the cumbersome flow of special vehicles passing through the toll station of expressways [1], which brings a certain burden to the work of expressway administrators. The surge in the number of private cars also increased the traffic pressure of toll stations, especially the free expressways traffic policy implemented by the State during holidays, resulting in more frequent traffic jams at high-speed intersections. According to this situation, a intelligent system was created to ameliorate the difficult situation of special vehicle identification on expressways, reduce the congestion at high-speed intersections, and improve the efficiency of staff by data-based means.

Level of Safety Awareness of Construction Workers (건설현장 작업자의 내면적 안전의식 수준)

  • Lee, Wang Gi;Park, Seong Yong;Son, Ki Sang
    • Journal of the Korean Society of Safety
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    • v.32 no.3
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    • pp.48-53
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    • 2017
  • Many construction accidents can be lead to a death occurring at construction sites. These are considerably due to potentially-hazardous equipment and machine or unexpected collapsion at earth work due to land slide and so on. Almost 50% of the total death and injury, occurred in construction sites in 2015. 66% of those serious accidents are due to falling occurring from construction sites when they work. Therefore, causes and recommendations of each accident should be deeply thought and analysed The indirect causes are directly related to safe consciousness of the construction workers. Actually, their safety consciousness are not high, even very low, it is thought. Questionnaire survey sheets have been distributed to Seoul, Incheon, and Gyunggi-Do area, first. And then, the authors have collected those directly at sites, in order to increase collection rate of the sheets. The totally, collected sheets are 295 sheets. And, they are analysed using SPSS version 19 package program. Workers internal consciousness has been investigated and reviewed and analysed by statistical method such as frequency rate, crossed, and correlated analysis. And finally the conclusions for the above analyses are as follows; Heavy weight worth a crew of more than two workers should be necessarily considered for the advanced safety plan and needed for making a highly potential hazard group at construction sites. Safety consciousness, earing p.p.e, workman ship should be mainly considered for investing safety costs with an aspect of human factor.

A Case Study of the Rock-fall Signal Lamp System for Preventing the Damage at the Cut-Slopes (사면붕괴 피해 예방을 위한 낙석신호등 설치 사례 연구)

  • Kim, Seung-Hyun;Koo, Ho-Bon;Rhee, Jong-Hyun;Baek, Yong
    • The Journal of Engineering Geology
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    • v.17 no.2 s.52
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    • pp.253-261
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    • 2007
  • The failure of the road cut-slope due to heavy rains brings about lots of injuries and damage on national properties. KICT has developed CSMS system by means of prevention to manage the dangerous cut slopes. In spite of the continuous management the frequency of cut-slopes failure is increasing the past due to changes of earth-environment. KICT has installed the "Real-Time Monitoring System" on dangerous slopes. The operation of Real-Time Monitoring System is used as a positive system to reduce injuries and damages. However, Although the slope manager is aware of the signs collapsed in advance, it has temporal and spatial limits until the slope manager performs the works which are preventing the accidents. When real time monitoring system finds out an indication of slope collapse, the Rock-fall Signal Lamp System makes road-users indicated the risk of cut slopes. It is a kind of prevention system that it will minimize the damages of the properties as suspension of traffic automatically or passively.