• Title/Summary/Keyword: construction detail

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Amendment for Plasterboard Partition Wall of LH Construction Specifications (LH 전문시방서의 석고보드 복합패널 관련 개정(안))

  • Choi, Soo-Kyung;Yoon, Sang-Chun;JI, Suk-Won
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2019.11a
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    • pp.213-214
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    • 2019
  • In order to apply the drywall system to the interior wall of the post & beam structure, the existing detail drawings and construction specifications must be revised. LH selected drywall systems suitable for post & beam apartment housings and revised their standard detail drawings and construction specifications. This paper describes the major revision of the plasterboard partition wall in the LH construction specifications and standard detail drawings. The main policy of the revision work was to prevent defects by ensuring the construction quality and to eliminate adverse effects on the subsequent processes.

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A study on the Construction Detail of Waterproofing in Underground of Apartments (공동주택 지하부위 방수시공 디테일에 관한 연구)

  • Lee, Jung-Hun;Kim, Bum-Soo;Song, Jae-Young;Kim, Soo-Yeun;Oh, Sang-Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.11a
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    • pp.215-216
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    • 2017
  • Existing studies highlights the problems about the negative-side waterproofing design of apartment complex underground structures. This study suggests the alternatives for waterproof design construction details of as a solution, and a review on the applicability of this new construction design details through a mock-up construction is provided.

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Constructability and Cost Analysis of the Clip-Type Binding Implement Substituting 135° End-Hooked Transverse Reinforcement in Reinforced Concrete Columns (철근콘크리트 기둥의 띠철근에서 135° 갈고리 대체 클립형 연결장치의 시공성 및 비용 분석)

  • Park, Koung-Yeun;Yun, Hyun-Do
    • Journal of the Korea Institute of Building Construction
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    • v.20 no.5
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    • pp.459-469
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    • 2020
  • The purpose of this study is to secure the same or more structural performance and constructability for the detail off hooks cross-constructed at 135° used as external-ties standard detail in reinforced concrete columns, therefore, to the purpose of improving constructability, The clip-type binding implement was suggested. the experiment on the constructability evaluation and cost analysis of the clip-type binding implement by 90° end-hooked transverse reinforcement in reinforced conrete columns was carried out. The results of the analysis confirmed that standard detail column took about an one hour regardless of the diameter of tie. When using the clip-type binding implement, It was reduced to about 50% of the standard detail column. and regardless of the building size, it was most effective for the cost down when using the clip-type binding implement 1ea, it was about 32% fo labor cost reduction effect in comparison with using standard detail. as a result, Using the clip-type binding implement is shown be very effective in the working time and construction cost reduction.

A Study on the Analysis of the Risk Factors for Overseas Plant Construction Projects (해외 화공플랜트 건설사업 위험요인 영향도 분석)

  • Cho, Seung-Yeon;Kim, Young-Su
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2010.05b
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    • pp.103-108
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    • 2010
  • The purpose of this study is to analyze of the risk factors for oversea plants construction projects. For this study, risk factors data from related literature review, research organization and construction company was researched and classified under each EPC phases. In addition, a questionnaire survey by plant experts was conducted for analysis of risk weight and costs and time impact on each EPC phases. The results of this study are as follows: First, a detail design errors(engineering phase), a equipment procurement plan(procurement phase), and exchange rate fluctuations(construction phase) were analyzed the highest weight factors. Second, a financing plan(engineering phase), quantity take-off bill(procurement phase), and exchange rate fluctuations(construction phase) were analyzed the highest cost impact factors. Third, detail design errors(engineering phase), a equipment procurement plan(procurement phase), and schedule management errors(construction phase) were analyzed the highest time impact factors.

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Analyzing the Detail Item Characteristics of Safety Management Expenses Based on the Construction Technology Promotion Act (건설기술진흥법에 따른 안전관리비 세부항목의 특성 분석)

  • Lee, Jae-Hyun;Jeong, Jae-Wook
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.11a
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    • pp.277-278
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    • 2023
  • In 2022, construction had a five fold higher accident and fatality rate compared to the overall industry. The Construction Technology Promotion Act requires parties in construction contracts to calculate safety costs following Ministry of Land, Infrastructure and Transport guidelines. Understanding safety expense components is vital for evaluating accident prevention costs and planning anti-accident strategies. A study surveyed safety professionals to analyze the importance and influence of safety management expense components, providing basic data for future research. Survey results highlighted the significance of safety management plans, structural safety assurance, and preventing collateral damage.

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Experimental Study for Development of the Steel-Concrete Composite Rigid-Frame Bridge Integrated with PS Bar (PS 강봉으로 일체화된 강합성 라멘교의 개발을 위한 실험연구)

  • Ahn, Young-Soo;Chung, Jee-Seung
    • Journal of the Korean Society of Safety
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    • v.27 no.4
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    • pp.50-61
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    • 2012
  • In recent years, various research and developments to introduce composite bridges of new concept have been performed. The types of integral bridge and portal rigid frame bridge are having advantages in bridge maintenance and structural efficiency by eliminating expansion joints and bridge supports. However, the detail of typical girder-abutment connection has problems such as complexity of construction and increase of the construction cost. A new type of bridge, called prestress integral composite girder(PIC girder) bridge, is proposed in this study, which decreases the cost of construction and improves the efficiency of construction by simplifying the detail of construction for girder-abutment connection. PIC girder bridge has the connection detail in which the steel girder and the abutment are integrated by using the PS bar installed in the connection. In this study, finite element analysis and mock-up load test are conducted to evaluate the propriety of design, the effective of fabrication and structural safety for PIC girder bridge. The adequacy of the PIC giredr bridge is verified by the results of static/dynamic load test and finite element analyses.

A basic study 3D model advancement method for nuclear power plant (원자력 발전설비의 3D 모델 상세화 방안에 대한 기초 연구)

  • Lim, Byung-Ki
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.05a
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    • pp.37-38
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    • 2018
  • BIM(Building Information Modeling) in the architecture, VDC(Virtual Design and Construction) defined CIFE(Center for Integrated Facility Engineering) of Stanford university in USA, and Data-driven design definition issued by TECDOC-1284 of IAEA are doing data-level design generated by 3D CAD technology, integrating and managing related information based on the 3D model, and Using 3D models effectively during nuclear power plant life cycle. 3D model of domestic nuclear power industry is using interference review between design fields, 4D system linked 3D construction model and schedule activity, but the 3D model generated in the design phase is effectively not utilized during the construction, operation, decommissioning. therefore, This study is aimed to suggest 3D model LOD(Level of Detail) advancement method through the analysis of existing literature, 2D drawings, and 3D models throughout nuclear power plant lifecycle.

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A Methodology of Open BIM-based Quantity take-off for Schematic Estimation of the Frame Work in Early Design Stage

  • Hansaem Kim;Jungsik Choi;Inhan Kim
    • International conference on construction engineering and project management
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    • 2013.01a
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    • pp.419-425
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    • 2013
  • Recently AEC industry has required construction automation according to becoming large and complex. Thus BIM-based construction project is increased and used in whole fields of AEC industry. Quantity take-off and estimation fields are important factor for decision-making in conceptual and schematic design stages of construction projects. The purpose of this study improves reliability of the estimation through QTO based on Open BIM. Scope and method to apply QTO is to select conceptual design stage through LoD(Level of Detail) in AEC field and to extract information from BIM model through analysis of IFC structure. This study proceeds three step to make BIM model and check the model quality and calculate QTO. The methodology of QTO using IFC is to verify of result in this study and expects utilizing in design stage of construction projects. The result from this study is expected to decrease the risk factor and time of estimation in the project early phase through improving reliability of schematic estimation.

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Organizational Transformation Strategies for Adopting Building Information Modeling in the Engineering-Construction Industry

  • Yong Han Ahn;Young Hoon Kwak;Sung Jun Suk
    • International conference on construction engineering and project management
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    • 2013.01a
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    • pp.94-102
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    • 2013
  • The architecture, engineering and construction (AEC) industry is beginning to utilize Building Information Modeling (BIM), benefiting from the resulting improved visualization and productivity, better coordination of construction drawings, building documents that contain embedded links to virtual information, faster delivery, and lower costs. However, construction firms often face challenges when reorganizing their company structure to take full advantage of these benefits. This paper proposes an organizational structure that will enable engineering-construction firms to successfully adopt and implement BIM for major construction projects. A case study research method is utilized based on in-depth interviews with four BIM directors and vice presidents charged with BIM adoption, implementation and education. Organizational transformation challenges and recommendations are discussed in detail for those considering implementing BIM in the engineering-construction industry. Topics such as organizational changes in the firm, costs and benefits of BIM implementation, strategies of BIM implementation (execution) plan, BIM education, risks and opportunities associated with BIM, BIM software, contract methods, human resource management and new hires, and the future implementation and direction of BIM are discussed in detail.

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A Study for the Optimal Expression Level Definition of BIM Model in Construction Phase (시공단계 BIM모델의 적정표현수준 정의를 위한 기초 연구)

  • Noh, Hae-ra;Kim, Ji-yun;Lee, Da-un;Yun, Seok-heon
    • Korean Journal of Computational Design and Engineering
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    • v.21 no.4
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    • pp.378-388
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    • 2016
  • As the needs for the mega-sized, high-rise and irregular shape of building increase, domestic application of BIM in construction industry is increasing in recent years. In this circumstance, interests in BIM modeling and modeling detail level have been also increased. BIM that is based on a three-dimensions, requires a specific and precise building expressions. And model expression level required for each phase such as design, construction, and maintenance of the construction project could be different as its needs. Because that it is not clear to define the criteria for the expression level of construction BIM model, It is difficult to decide how detail and what to model is appropriate in the practical application of BIM model. It could be the reason why the productivity in construction project became lower and lower. In this study we consider the way how to improve the productivity of BIM and analyze the appropriate representation level of construction BIM model through the experts' survey. The results of study could suggest the basis for an appropriate expression level of construction BIM model.