• Title/Summary/Keyword: 가변형 거푸집

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Development of an Adjustable Beam Bracket for Beam Table Form - Conceptual Design and Structural Stability Analysis - (보 테이블 폼 전용 가변형 보 브라켓 개발 - 개념 디자인 제시 및 구조적 안정성 분석 -)

  • Hong, Yu-Na;Yeom, Dong-Jun;Yoo, Hyun-Seok;Kim, Young Suk
    • Korean Journal of Construction Engineering and Management
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    • v.19 no.5
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    • pp.70-80
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    • 2018
  • Recently, the construction industry has lively utilized system forms to improve the work productivity and safety of form work, and the beam table form is one of them. However, the beam table form is used limitedly for the construction of buildings where the same beam size is applied to every floor. To make it possible to apply the beam table form to a building where different beam sizes are designed according to the uses of floors, it was analyzed that among the components of the beam table form, the beam bracket, should be able to flexible adjust the size of the beam form only with simple operation. Therefore, the purpose of this study is to propose the conceptual design of "an adjustable beam bracket for beam table form" that allows the adjustment of beam form size with simple operation and has excellent applicability to construction sites as well. In case this study's conceptual design of adjustable beam bracket for beam table form is fabricated into a real thing, it is expected that the beam table form will be applicable to even buildings where different beam sizes are designed according to the uses of floors, thereby contributing to the improvement in the work productivity and safety of form work.

Study installing a manhole to on-site methods to assemble as use polymer concrete segment (폴리머 콘크리트 세 그먼트를 이용한 현장 조립식 맨홀 설치 연구)

  • Kim, Dong-Hun;Han, Jin-Woo
    • 한국정보통신설비학회:학술대회논문집
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    • 2007.08a
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    • pp.315-319
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    • 2007
  • 지하에 설 치된 맨홀의 구조물이 노후되거나, 내부에 수 용된 시설물로 작업 공간이 협소하여 맨홀 구조물을 대개체 할 펼요가 있을 경우, 지금까지는 대부분 현장 콘크리트 타설에 의한 방법을 사용하였다. 이러한 방법은 거푸집 시공, 콘크리트 타설, 콘크리트 양생, 거푸집 철거 등의 공정이 소요되어 공사 기간이 장기화 되고, 도심지에 위치한 맨홀인 경우에는 차량과 보행자의 통행 불편을 초래하기도 하였다. 또한, 통상적으로 사용되고 있는 프리캐스트 맨홀에 비해 시공 품질이 낮아 향후 맨홀의 운용 및 유지관리에 많은 어려움을 겪는 원인이 되기도 하였다. 본 논문에서는 이러한 문제점들을 해결하기 위해, 폴리머 콘크리트를 이용하여 하부, 벽체, 상부로 구성된 다수의 세그먼트를 생산한 후, 현장에서 이들 세그먼트를 조립하여 맨홀을 설치하는 방법을 연구하였다. 가변형 거푸집을 이용한 세그먼트 제작과 조립식 블록에 의한 관구를 사용하여 현장 적용성을 높임은 물론, 프리캐스트로 생산되는 폴리머 콘크리트 맨홀 수준의 시공 품질을 확보할 수 있도록 하였다.

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A Study on the Mold Connecting Technology of the Lower Multi-point Press for Improving Accuracy of Free-form Concrete Panels (비정형 콘크리트 패널의 정확성 향상을 위한 하부 다점 프레스의 거푸집 연결기술에 관한 연구)

  • Yun, Ji-Yeong;Youn, Jong-Young;Lee, Donghoon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.11a
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    • pp.6-7
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    • 2021
  • Although the development of free-form architectural technology continues, it consumes a lot of money and time due to the one-time formwork and the difficulty of maintaining quality due to manual work. To this end, in this study, a shape connection technique was proposed and verified to improve the limitations of implementing the curved surface of the existing lower multi-point press. In order to improve the accuracy of the shape, a curved surface was implemented using a silicon cap and a silicon plate. As a result of the error analysis of the shape, a small value of less than 3 mm was found. This study can implement more accurate curved surfaces than conventional technologies and produce high-quality free-form panels.

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Selection of an Optimal Conception Design for the Development of Noise-reduced System Aluminum Form (소음저감형 시스템 알루미늄 거푸집의 최적 개념디자인 선정)

  • Hong, Jong Hyun;Yeom, Dong Jun;Kim, Young Suk
    • Korean Journal of Construction Engineering and Management
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    • v.17 no.2
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    • pp.135-145
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    • 2016
  • In Korea, a series of noise-reduced aluminum forms are being recently used in apartment housing construction. However, their complicated and time-consuming work processes, and the noise which is still generated due to the inherent property of aluminum when especially installing and dismantling them have been pointed out as a problem to be certainly solved for increasing their practical use in construction sites. The primary objectives of this study are proposing an optimal conceptual design of a newly designed noise-reduced aluminum form and verifying the technical feasibility by conducting a working mock-up drive experiment. Thus, conventional noise-reduced aluminum forms have been analyzed and three conceptual designs of a newly noise-reduced aluminum forms have been deducted. AHP has been applied to a survey data collected by interviewing field experts. A trade-off analysis results have shown that 'Noise-reduced System Aluminum Form with a Drop-down Floor Post and Adaptive Beam' the highest weights of safety(0.52), work convenience(0.54) and thus selected. The suggested conceptual design in this study improved problems of conventional system aluminum forms. It is also expected that the suggested design will be used as a reliable guideline for the actual development of an aluminum form that ensures noise-reduce, work convenience and labor safety.

Experimental Study on the Lateral Pressure Resistance of Free-form Concrete Panel (FCP) Side Form (FCP(Free-form Concrete Panel) 측면 거푸집의 측압 저항능력 실험)

  • Youn, Jong-Young;Yun, Ji-Yeong;Lee, Chang-Woo;Lee, Donghoon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.05a
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    • pp.8-9
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    • 2021
  • FCP requires different curvatures and shapes according to the method of division, and it is necessary to manufacture a formwork accordingly. FCP production equipment consists of CNC equipment and side shape control equipment. This can be implemented in various shapes of upper, lower, and side surfaces. In the side shape control equipment, it is implemented as a variable side formwork. Among the required performance of the variable side formwork, there is stiffness against side pressure, which needs to be verified. Therefore, in this study, the FCP fabrication experiment is conducted with the developed variable side formwork. By analyzing the error in the shape of the fabricated FCP, the lateral pressure resistance capability of the side form is measured and verified.

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Development of One-way Void Support Device for Flexible Table Form (가변형 테이블폼용 일방향 중공관 지지장치 개발)

  • Kwon, Woobin;Lee, Dongmin;Lee, Changsu;Cho, Hunhee;Kang, Kyung-In
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2019.11a
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    • pp.12-13
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    • 2019
  • Flexible Table Form is being used more frequently at the level of formwork in construction site. However, one of the most common structural frameworks, the RC column-beam structure, is having problems in these factors. To improve this problems, this study developed support devices and proposed installation specifications to enable application of the one-way void slab method to flexible table form. It is expected that the effects of reducing the self-weight of the slab in the floor slab construction using flexible table form.

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A Study on the Requirements for the Development of Side Mould for FCP(Free-form Concrete Panel) Manufacturing Equipment (FCP(Free-form Concrete Panel)생산 장비용 측면 거푸집 개발을 위한 요구사항 분석연구)

  • Jeong, Kyeong-Tae;Yun, Ji-Yeong;Youn, Jong-Yeong;Lee, Donghoon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.11a
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    • pp.12-13
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    • 2020
  • Free-form buildings usually have large curved shapes on the outside. In order to construct this curved shape, the exterior of the building must be divided into easy-to-manufacture shapes, and the segmented panel is called the FCP(Free-form Concrete Panel). These FCPs have different shapes and cannot reuse molds. To solve these problems, the researchers developed FCP manufacturing equipment to manufacture a mould of FCP. However, the developed equipment alone cannot completely manufacture FCP's mould. This is because there is no mould to implement side of FCP. Therefore, it is necessary to develop a side form of FCP that can be applied to FCP manufacturing equipment. To this end, this study analyzes the basic requirements that side mould should have before developing side mould.

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Requirements analysis for production of freeform concrete segments. (비정형 콘크리트 부재 생산을 위한 요구조건 분석)

  • Sung, Soojin;Lee, Donghoon;Kim, Sunkuk
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.05a
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    • pp.68-69
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    • 2014
  • Production of freeform concrete segments use various molds because of the unique shape of it unlike common concrete segments. As a result, the mold for freeform concrete segments cannot be reused. Therefor, cost overrun is occurred by needs of more time and manpower to produce the freeform concrete segments compared with common concrete segments. To prevent the cost overrun, a new production method for the freeform concrete segments is needed to develop and the requirements for it should be analyzed before. Therefor, the aim of this study is requirements analysis for production of freeform concrete segment. The requirements of production of freeform concrete segments and form for it is analyzed in this study. The result of this study would be used to suggest the new production method of freeform concrete segments.

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