• Title/Summary/Keyword: construction works

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Integrating Order Process in Residential Building Construction (주거시설공사의 하도급 통합발주 프로세스 개발)

  • Kim, Yongl-Won;Park, Hyung-Jin;Jung, Jin-Hyun;Koo, Kyo-Jin
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.11a
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    • pp.84-85
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    • 2013
  • Integrating multi-trade works system helps to reduce to minimize the conflict of subcontract business and improve communication to increase productivity of construction. However it takes such a big risk if subcontract of integrating multi-trade works went bankrupt during the project so some of construction companies executed to only small project and it's not sufficient to adopt overall project. This paper suggested the improvement scheme of work classification integrating multi-trade works, which takes a consideration into work zoning in order to apply current work situation.

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USE OF FIBREDRAIN IN DREDGED CLAY RECLAMATION PROJECT

  • Lee, S.L.;Yong, K.Y.;Soehoed A R
    • Proceedings of the Korean Geotechical Society Conference
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    • 2001.11a
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    • pp.96-109
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    • 2001
  • Land was reclaimed at the waterfront in the Pluit area of Jakarta for a 90ha residential-cum-recreational development. The reclamation works involve construction of permanent and temporary dykes, fill placement, soil improvement, dredging of internal canals and marina, and construction of canal revetment. The site lies on 16m to 18m thick soft seabed deposits. Settlement of the reclaimed areas will result as a consequence of consolidation of the soft underlying sediments. In order to reduce post-construction settlement to within acceptable levels, a system of vertical drains and preloading was adopted. This paper describes the use of Fibredrain, a prefabricated vertical drain made of jute and coir fibres developed at the National University of Singapore, in the soil improvement works and a secondary use in the construction of perimeter dykes for the reclamation works. The construction of the perimeter dyke must be carried out in such a way that slope stability is on ensured. Bamboo rafts and bamboo clusters with Fibredrain inserted, and stage construction were employed to improve stability during the dyke formation for the Pantai Mutiara project.

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CHARACTERISTICS OF ACCIDENTS IN CONSTRUCTION PROJECT IN KOREA

  • Kyeong-Seok Chae;Chan-Sik Lee
    • International conference on construction engineering and project management
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    • 2011.02a
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    • pp.603-608
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    • 2011
  • According to the labor related data from Korea Occupational Safety & Health Agency, accident victims of construction industry are increasing 6% annually since 2006. The major reason why the rate of accidents increases in Korea is that lots of labor working with another trades works simultaneously in various type of works. This study analyzes the current accident status in view of the type of building, type of works, and project size for the latest 3 years (2007~2009). As a result, 'single family & semi-detached houses' has the largest number of accidents among buildings. In addition, 'finishing work' shows the highest number in terms of work type. For the size, accidents occurred much for 'less than 300 million'. The results of this study can be used to focus on managing the highly hazardous area where the construction accidents mostly occur; therefore, it is anticipated to contribute to improve efficiency of safety management.

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An Empirical Approach Study on Construction Cost Estimation in Public Work Projects (공공사업 예정공사비에 대한 실증적 접근)

  • Yoo, Chang-Kyu;Song, Jeong-Gyu;Lee, Yun-Sun;Kim, Jae-Jun
    • Journal of the Korea Institute of Building Construction
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    • v.9 no.1
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    • pp.65-73
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    • 2009
  • Looking at current construction costs estimations of publicly declared public works, there are many instances where estimation criteria are ambiguous and doesn't imply the reality. Up to date, estimation criteria for calculating construction cost estimations are simply by unit area multiplication and stochastic construction cost estimation. However, possibility of making errors are high due to using uniform data that excludes each public work's specifications and environmental conditions. Further, on the aspect of cost management, there is certain limitation in the efficiency of cost management in order-placing stage and commencing-work stage; while efficient cost management and reduction of expenses are highly possible during initial stages of the project. In this respect, the paper adopts positive approach with regards to construction cost estimations of public works and draws common elements from calculation tables of the construction cost estimations from 3 completed domestic construction works; after which, the paper analyzes whether business exposition, construction guide and publicly-declared estimated construction costs that the orderer issued are calculated economically and properly; deducing problems in the process, the paper seeks to recommend rational calculation method on this.

Comparative Analysis of Lifting Loads of Tower Cranes by Core Structure Construction Methods

  • Choi, Yong Seok;Kim, Taehoon;Kim, Sangdae
    • International Journal of High-Rise Buildings
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    • v.9 no.3
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    • pp.301-306
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    • 2020
  • In tall building construction, the appropriate control of lifting loads on tower cranes is critical in terms of the construction duration of structural works. The adoption of efficient construction methods can be the most effective way of minimizing the inputs of tower cranes and making a lifting plan and management easier. Based on actual data from a tall building project, this study comparatively analyzes lifting loads of tower cranes by the core structure preceding construction method (CSPCM) and the core structure succeeding construction method (CSSCM). The results revealed that the CSSCM could reduce up to about 56.3% of lifting loads for core works and significantly enhance lifting efficiency compared with the CSPCM. Consequently, this enabled a substantial reduction in the construction duration of structural works. This study provides a practical reference to assist engineers and managers in applying efficient construction methods and lifting equipment operation in tall building projects.

HAZARD EVALUATION OF WORK TYPES FOR BUILDING CONSTRUCTION

  • Seong-Seok Go;Hyuk Song;Han-Min Lee;Hyun-Chul Lee
    • International conference on construction engineering and project management
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    • 2005.10a
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    • pp.786-790
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    • 2005
  • As the scale of building construction is larger and more complex and the adaptation of new technology is increasing, the tendency of the risk serious accident cases is increasing now. Especially, the accident rate is below 10% at the building construction workers in Korea but among the total industrial accidents it exceeded by 35%. To prevent a construction accident, it is essential that not only to have a through grasp of the characteristic of safety problem but also to establish of efficient safety counter plan are required. According to the type and situation of building construction, the acquirement of necessary information is useful to prevent the hazard of work and establish the counter plan. Among the safety information it is a thing of especial importance that to estimate the hazard of work types for building construction to prepare the counter plan of safety. This study will analyze all of the1600 accidents of the building construction works from the data of KOSHA(Korea Occupational Safety &Health Agency) which were collected during 11 years(1992~2002) data relating to serious accidents of the building construction works, and suggest the counter plan according to the each work type in building construction works.

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Introduction to Occupational Safety and Health Training Scheme for Construction Works (건설근로자 안전보건교육 이수제도 도입방안에 관한 연구)

  • Jung, Sung-Hoon;Kim, Tae-Soo;Joo, Yong-Ma;Lee, Yeon-Bog;Kang, Kyung-Sik
    • Journal of the Korea Safety Management & Science
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    • v.13 no.2
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    • pp.9-18
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    • 2011
  • Daily workers in construction sites rarely receive the benefit of systematic safety and health training as they are required to move from one construction site to another in response to the start, completion, and repetition of construction works. Also, small- to medium-sized construction sites often lack the capacity to train their workers. Therefore, as in the advanced countries, basic OSH training sheme for construction workers should be conducted in the industrial-level, rather than in individual workplace-level, to make the training more effective. By doing so, only workers with the basic safety training will be able to engage in construction works. Consequently, accidents in the construction industry will decrease, as workers themselves who are at the forefront of the construction worksites are empowered to play the central role in accident prevention activities.

Optimum Construction Duration for Road Tunnel Excavation Works (도로터널 굴착공사의 적정공기 판단기준)

  • Kim, Ha-Na;Kim, Dae Young;Kim, Dae-Young;Jeong, Seong-Chun;Huh, Young-Ki
    • Journal of the Architectural Institute of Korea Structure & Construction
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    • v.34 no.4
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    • pp.59-64
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    • 2018
  • Construction schedule acceleration due to unreasonable construction planning frequently leads to construction accidents. In order to avoid such inevitable acceleration and to ensure safety in construction sites, there is a need for objective standards to determine appropriate construction duration for each construction process earlier in the process. In order to achieve the goal, intensive experts interviews were firstly conducted to identify candidate drivers affecting construction schedule of road tunnel excavation works. Then, a total of 34 field data was collected from on-going sites to analyze. It was found that actual excavation length per one day on site is varied mostly by Rock Mass Rating(RMR) types from various statistical analyses. Therefore an one-way table of excavation length per a day by RMR types were presented in a form of percentile. The results will help industry experts determine the most appropriate construction schedule for the works, which eventually lead to a zero accident site in many ways.

Comparison of Cost Performance for Delivery Methods on Public Construction Projects (공공 건설공사 발주방식에 따른 비용성과 비교연구)

  • Lee, Yoo Sub;Kang, Tai Kyung;Shin, Eun Young;Park, Wonyoung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.6
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    • pp.2575-2582
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    • 2013
  • In the delivery systems for public construction works, design-build methods such as turn-key and alternative have contributed to improving the quality of structures and developing the construction technology. However, it is pointed out that construction based on a design-build method is likely to waste a budget due to its higher contract price than construction based on a design-bid-build method. Other issues such as contract monopoly, bid rigging and deliberation irregularity in design-build. Since there are not much works have been accomplished to comparatively analyze the actual performance and effect based on delivery methods, discussing and judging the performance and effect of each deliver method with limited information could lead to an error. Thus, this study by extensively investigates the actual project cost data, ranging from contract price to the construction cost of the public construction works and comparatively analyzed the characteristics of each delivery method about cost structure and fluctuation trend. This work is expected to assist stake-holders in properly understanding delivery systems for public construction works and promoting their efficient management.

Analysis for the Applicability of Automated Quantity Take-off Technique Using BIM Authoring Tools on Road Construction (BIM 저작도구를 활용한 도로공사 수량산출 자동화 활용성 분석)

  • Moon, Jin-Seok;Sun, Ji-Won;Choi, Won-Sik
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.10
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    • pp.5184-5191
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    • 2013
  • The automated quantity take off technique using BIM authoring tools has been recently issued, and the studies of this method for the accuracy, efficiency, and the unit computing for the simple volume, area and number have been developed. Meanwhile the main concerns such as the details for the level of modelling, and the costs and time for the calculating BOQ item are still required to study. In this paper, the earth works, drainage works, pavement works, and facility works using BIM authoring tools are designed in 3D, and the applicability of automated quantity take off technique using BIM authoring tools is discussed, respectively. As a result, automated quantity take off are limited in the earth works, drainage works, pavement works, and facility works. But Most items of BOQ can be supported in Re-bar model.