• Title/Summary/Keyword: 거푸집공법

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A Research on a Comparison between the Strength and Weakness of Each Formwork Methods in the Core Wall Construction (대형 시스템 거푸집 공법별 장단점 비교에 관한 연구)

  • Shin, Han-Woo;Kim, Gwang-Hee;Kim, Jae-Yeob;Cho, Hyung-Keun
    • Journal of the Korea Institute of Building Construction
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    • v.7 no.4
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    • pp.153-159
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    • 2007
  • Recently, as a result of the economic growth, the concentration of population towards the cities and the rise in land prices, the demand for high rise buildings has increased significantly, the trend to build high rise buildings such as the mixed-use development buildings by the domestic construction companies continues. It's very important what kind of form work system is applied on the Core Wall of the high rise buildings to determine the economic efficiency for the whole project. That's because the appropriate selection of the Formwork system enables the construction cost lower, makes the good quality of the finished concrete, reduces the construction period, assurance of safety, and further more, it enables to achieve the successful performance of the projects. Therefore, this research, after comparing the strength and the weakness between the construction methods, focus the point to provide a builder the basic data to choose the right Formwork method.

Non-Supporting Form System for Top-Down Construction (지하 역타 공법용 상·하 분리형 무지주 지지체 개발)

  • Jeong, Mee-Ra;Rhim, Hong-Chul;Yom, Kyong-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2008.05a
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    • pp.27-30
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    • 2008
  • For the purpose of developing economical and time-efficient formwork for Top-down construction, a Non-Supporting Form System has been proposed. The system is consisted of two parts: a hanging part to support a steel frame and a section of concrete slab, and the other hanging part to lower the steel frame. In this paper, the proposed system is compared to two existing systems of Non Supporting Top-down Method and Bracket Supported R/C Downward Method. It is expected that this system can be used in Top-down construction with further development.

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Development of PC Double Wall for Staircase Construction (계단실 공사를 위한 PC Double Wall 공법 개발)

  • Suh, Jung-Il;Park, Hong-Gun;Hwang, Hyeon-Jong;Im, Ju-Hyuk;Kim, Yong-Nam
    • Journal of the Korea Institute of Building Construction
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    • v.14 no.6
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    • pp.571-581
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    • 2014
  • In the present study, hollow precast concrete wall (PC Double Wall) for staircase construction was developed. Comparing the conventional walls, the PC Double Wall can be reduced the lift weight using hollow core and improves the integrity between the PC members. The cross-section and re-bar details of the PC Double Wall were developed considering precast concrete manufacturing, constructability, and the structural safety. Particularly, a form system was developed to manufacture thin and hollow core PC wall efficiently. A mock-up test for a staircase using the PC Double wall was performed to verify the constructability and integrity of the PC walls. The test result verified that joint deformation and cracking did not occur as showing good constructability.

Permanent Cement Mortar Form Systems (비탈형 영구 거푸집 시스템)

  • 김우재;임남기;김성식
    • Magazine of the Korea Concrete Institute
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    • v.14 no.5
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    • pp.31-38
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    • 2002
  • 최근 환경문제에 대한 일반인의 관심고조와 함께 3D 기피현상에 따른 철근공, 거푸집공 등의 기능노동자의 부족, 고령화, 외국인노동자 고용 현상과 낮은 노동생산성은 건설업계의 심각한 현안이다. 과거에는 재료비의 비중이 높았으므로 재료의 낭비를 줄이기 위한 합리화가 추진되었다. 그러나 현재는 노무비 비율의 급격한 증대로 인하여 공기단축이나 합리화, 시스템화를 통해서 경쟁에서 생존해 나가고 있다. 건축공사 중 특히 철근 콘크리트공사는 기술의 발전이 느리고, 시공 방법도 과거의 공법을 그대로 유지하고 있는 실정이다. 건축공사비 중 구체공사의 비율은 30% 정도이고, 그 비용 중 인건비가 50% 정도를 차지하고 있기 때문에 철근 콘크리트 공사는 아직도 기술 집약적인 산업이 아닌 노동 집약적 산업으로 간주되는 결과를 초래하고 있다.(중략)

A Study on the Performance Evaluation of Form Using the Aluminum Alloy Frame Reinforced Panel (Aluminum 합금재 Frame을 이용한 벽체거푸집공법의 성능평가에 관한 연구)

  • 안재철;오상균;강병희
    • Journal of the Korea Institute of Building Construction
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    • v.1 no.1
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    • pp.135-142
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    • 2001
  • This study is for the investigation of form using the aluminum-compound metal frame(Aluminum frame reinforced panel : AFR panel) which is improved in the capacity in the wall-concrete structure in steal of using the existing form which has problems such as, excessive exposure of cement, the loss of labor when it is constructed or disjointed, and it's economical efficiency compared with that of EURO Form. AFR panel passes the KS F 8006 test, and as a result of field test, it's displacement is satisfied with Specification. And using AFR panel is more economical than that of EURO Form because saving labor cost which plays a major part in cost saving in formwork is more effective in retrenching total cost than increment of material cost.

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A Study on the Development of a Construction Method for Monolithic Formwork Assembly Method in the Bearing Wall System (벽식구조 거푸집 공사를 위한 일체식 거푸집 조립 신공법 개발에 관한 연구)

  • Kang, Byung-Kug;Kang, In-Seok;Lee, Han-Seung;Oh, Won-Hee;Shin, Jae-Sam;Lee, Ju-Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05a
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    • pp.622-625
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    • 2006
  • This Study is the consideration for new formwork assembly method in Bearing Wall System. It is consisted of two parts. one is researched into an ordinary formwork system and suggested a new formwork system. The other makes an investigation into the resisting capacity of proposed method by experimental and field test. For the application of this method to the field, it is expected to improve workability and safety, and to reduce the loss of labor.

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Suggestion improvement measures based on form work productivity analysis in apartment housing construction (공동주택 거푸집공사 작업량 분석에 따른 개선 방안에 대한 연구)

  • Yoon, Ja-Young;Kim, Young-Suk;Kim, Jae-Jun
    • Journal of the Korea Institute of Building Construction
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    • v.10 no.1
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    • pp.49-56
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    • 2010
  • A competitive construction project must address factors such as cost, performance, aesthetics, schedule and quality. The importance of these factors will vary from project to project and from market to market. Productivity is becoming an ever-more important factor in the acquisition of a project. As the technology or aesthetics of a product matures or stabilizes, and the competitive playing field levels, competition is increasingly based on time. Recently, the construction industry has been depressed due to difficult market circumstances. At this time in particular, construction companies are striving to rationalize their management, both in their planning offices and in the field. In this study, we present a method of calculating a reasonable duration for reinforced form work. We did this by first developing a question for field workers, then sampling form workers based the question. Second, we employed a work analysis method to analyze worker"s work-methods and Time. Then, using the result of this analysis, we measured the Productivity of form work. This measure can be used as basic data to determine the appropriate duration of form work.

Experimental Evaluation of the Flexural Behavior of SY Permanent Steel Form for RC Beam and Girder (SY 비탈형 보 거푸집의 휨 거동에 대한 실험적 고찰)

  • Bae, Kyu-Woong;Boo, Yoon-Seob;Shin, Sang-Min
    • Journal of the Korea Institute of Building Construction
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    • v.22 no.1
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    • pp.11-21
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    • 2022
  • Currently, in the domestic construction industry, the free web method has been emerging as a potential solution to the shortage of skilled workers due to the prolonged COVID-19 crisis, as it helps in securing economic feasibility through shortening the construction period and reducing labor costs. To consider one part of the construction method, in this study, the bending behavior according to the load was evaluated for the SY slope-type beam formwork, which was manufactured at a factory, assembled with rebar, brought into the site, and then poured into the site. For the SY Beam standard cross-sectional shape, a cross-sectional dimensional width of 400mm and depth 600mm determined through structural modeling using the MIDAS GEN program were applied. A total of 6 specimens were made with a member length of 5,000mm, 5 specimens and one RC specimen in the comparison group were manufactured in real-size format using the thickness of the steel plate(0.8, 1.0, 1.2mm) as a variable, and bending experiments were performed. In the bending test, the steel plate deck showed high initial stiffness and maximum strength as it yielded, which showed that it sufficiently contributed to the flexural strength. It is judged that additional analysis and experimental studies for 1.05, 1.1, and 1.15mm are needed to derive the appropriate steel plate thickness and the method for calculating the tensile force contribution of the steel plate to secure the manufacturing, construction and economic feasibility of SY Beam in the future.

공장형 일관 제작 시스템에 의한 콘크리트 케이슨 다단계 제작 및 운반공법 개발

  • 박정일;이원표;하성욱
    • Proceedings of the Korea Concrete Institute Conference
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    • 1999.04a
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    • pp.821-824
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    • 1999
  • 콘크리트 케이슨 제작장(Casting Bed)내에 케이슨의 제작 및 이동경로가 되는 이동통로(Trough)를 형성하고 거푸집과 이동통로를 겸할 수 있도록 고안한 소핏폼(Soffit Form)을 설치함으로써, 제작된 케이슨 하부로 케이슨 부양용 에어로 고(Aero Go)가 양방향으로 자유로이 이동할수 있게 하여 제작에서 운반까지의 각 단계별 공정이 일직선상에서 공장식 연속 조립공정으로 진행되며, 또한 별도의 대차 및 회수시설이 불필요한 공장형 일관 제작 시스템에 의한 다단계 케이슨 제작, 운반 및 진수방법이다.

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A Study On The Performance Of Composite Form Panel Method Of The Wall Type (벽체용 복합거푸집패널 공법의 성능에 관한 연구)

  • 송대철;김현산
    • Proceedings of the Korea Concrete Institute Conference
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    • 1997.10a
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    • pp.761-768
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    • 1997
  • Recently, on account of the lack of skilled labor and the increase of labor costs, it has been more difficult the construction environment. Now new methods were developed and used many places. This study is concerning the structural performance of Composite Form Panel Method-one of the new methods-of the wall type. It is available to make monolithic system of bearing wall and half slab. This paper presented design and product data by experiments.

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