• Title/Summary/Keyword: the rebar prefabrication

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The Comparison of Work Time between Field Fabrication Method and Partial Prefabrication Method of Rebar work (벽체철근 일반조립과 부분 선조립 공법의 작업시간 비교에 관한 연구)

  • Kim, Young-Kil;Kim, Gwang-Hee
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.11a
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    • pp.12-13
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    • 2018
  • Reinforced concrete works account for 40 to 50 percent of the total construction work. However, the shortage of construction workers is a problem in the delay of the construction period of reinforced concrete. The partial rebar prefabrication is one of the ways to shorten construction period. Thus, this study compared the partial rebar prefabrication and field fabrication method through work sampling. As a result, the partial rebar prefabrication showed a significant decrease in time compared to field fabrication method. As a result of this study, it is expected to be used as a reference for the efficient selection of reinforced concrete methods.

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Work Time Analysis of Rebar Fabrication Method in Beam Construction. (보 철근공사 조립공법별 작업시간분석)

  • Kim, Ju-Yong;Kim, Min-Ku;Kim, Young-Kil;Kim, Gwang-Hee
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2019.11a
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    • pp.8-9
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    • 2019
  • The rebar work is a labor intensive construction work with a high labor cost ratio. It is difficult to manage the productivity, construction time, and safety of rebar work. The problem of productivity decreased in rebar construction is due to a lack of workers according to the aged workers. Partial prefabrication rebar can be an alternative solution to productivity decreased in rebar work. The characteristic of partial prefabrication method is that time consuming component such as stirrup of beam assemble in factory and others assemble in site. Therefore, in this study, the time required for each rebar assembly method is measured and analyzed to confirm the possibility of productivity improvement.

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Productivity Improvement Method of Wall Rebar Work in Apartment House Construction (공동주택 벽 철근 조립 생산성 향상 방안에 관한 연구)

  • Kim, Min-Kyu;Kim, Young-Kil;Kim, Gwang-Hee
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2019.05a
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    • pp.159-160
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    • 2019
  • Reinforced concrete construction is one of the labor intensive construction projects and its productivity is very low. It is necessary to increase the productivity of rebar construction for improving the productivity of construction work. Therefore, in this study, the rebar drawings of apartment buildings are analyzed to prefabricate wall rebar unit shaped mesh in the factory and installing it on site. If the proposed wall rebar unit is applied to apartment construction working time of wall rebar can be reduced by 50% or more.

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Concrete Reinforcement Modeling with IFC for Automated Rebar Fabrication

  • LIU, Yuhan;AFZAL, Muhammad;CHENG, Jack C.P.;GAN, Vincent J.L.
    • International conference on construction engineering and project management
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    • 2020.12a
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    • pp.157-166
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    • 2020
  • Automated rebar fabrication, which requires effective information exchange between model designers and fabricators, has brought the integration and interoperability of data from different sources to the notice of both academics and industry practitioners. Industry Foundation Classes (IFC) was one of the most commonly used data formats to represent the semantic information of prefabricated components in buildings, whereas the data format utilized by rebar fabrication machine is BundesVereinigung der Bausoftware (BVBS), which is a numerical data structure exchanging reinforcement information through ASCII encoded files. Seamless transformation between IFC and BVBS empowers the automated rebar fabrication and improve the construction productivity. In order to improve data interoperability between IFC and BVBS, this study presents an IFC extension based on the attributes required by automated rebar fabrication machines with the help of Information Delivery Manual (IDM) and Model View Definition (MVD). IDM is applied to describe and display the information needed for the design, construction and operation of projects, whereas MVD is a subset of IFC schema used to describe the automated rebar fabrication workflow. Firstly, with a rich pool of vocabularies practitioners, OmniClass is used in information exchange between IFC and BVBS, providing a hierarchy classification structure for reinforcing elements. Then, using International Framework for Dictionaries (IFD), the usage of each attribute is defined in a more consistent manner to assist the data mapping process. Besides, in order to address missing information within automated fabrication process, a schematic data mapping diagram has been made to deliver IFC information from BIM models to BVBS format for better data interoperability among different software agents. A case study based on the data mapping will be presented to demonstrate the proposed IFC extension and how it could assist/facilitate the information management.

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Development of BIM Library for Civil Structures based on Standardized Drawings-Focused on 2D Standard Drawings of The MOLIT (표준도 기반의 토목구조물 BIM 라이브러리 개발 -국토교통부 표준도를 대상으로)

  • Moon, HyounSeok;Ju, KiBum
    • Korean Journal of Computational Design and Engineering
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    • v.19 no.1
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    • pp.80-90
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    • 2014
  • In architecture projects, BIM library has widely been using for prefabrication of products and design process. However, since the shape of structures is different by each project in civil engineering projects and a shape representation system is complicated, it is not easy to develop a standardized BIM library. To solve these issues, this study develops BIM library based on standardized 2D shop drawings for civil structures. The standardized shop drawings, which are the targets of the BIM library model, should be first selected. Besides, in order to define modeling scope with the level of general and shop drawings for each structure, LOD(Level of Detail) and breakdown structure are determined, and development methods of families of 3D object type including 2D profile and rebar through commercial software are established. With these, properties of BIM library are configured, and a utilization model of the BIM libraries is constructed for 3D modeling and a simulation using the BIM library. Therefore, this study can identify properties that are necessary when IFC schema is configured for civil engineering projects. For future, it is expected that easiness of BIM design for the civil engineering projects and generation, management, and analysis system of BIM library for road projects will be secured.