• 제목/요약/키워드: Free-Form Building

검색결과 116건 처리시간 0.023초

곡면 최적화 알고리즘을 활용한 비정형 건축물 외장공사비 개산견적에 관한 연구 (Development of the Preliminary Cost Estimate Method for the Free-Form Building Facade Trade in Conjunction with the Panel Optimization Algorithm Process)

  • 임장식;옥종호
    • 한국건설관리학회논문집
    • /
    • 제15권4호
    • /
    • pp.95-106
    • /
    • 2014
  • 비정형 건축물의 건설에서 가장 어려운 공정은 복잡한 디자인으로 이루어진 외장패널을 제작 및 시공하는 것이다. 설계자는 비정형 건물의 부드러운 곡면형태를 훼손하지 않는 범위 안에서 복잡한 곡면을 갖는 패널의 양을 축소하여 패널제작 및 시공비용을 최적화함이 필요하다. 특히 설계초기단계에서 다양한 건축외관을 디자인하고 각 설계대안의 예상공사비를 추정하면서 설계의도를 충족하는 적절한 대안을 찾는 것은 대단히 중요하다. 하지만 대부분의 설계사무소들은 비정형 건축물의 패널최적화에 대한 이해, 기술 및 데이터가 부족하여 초기설계 단계에서 예상공사비 산정, 설계 대안 비교를 통한 예상공사비 조정등의 업무를 효과적으로 수행하지 못하고 있는 실정이다. 본 연구는 비정형 건축물 설계자가 쉽게 접할 수 있는 범용 어플리케이션을 이용하여 비정형 건축물의 외장패널을 최적화하는 방법을 제시하며 최적화 결과와 국내 비정형 건설프로젝트의 외장공사에 대한 실적공사비를 접목하여 최적화 진행에 따른 공사비 변화정도를 산출하는 방법을 제시한다. 연구결과의 적용성을 검증하기 위해 국내에서 최근 완공된 비정형 건축프로젝트의 사례연구를 수행한다.

A Production-Installation Simulation Model of Free-Form Concrete Panels

  • Lim, Jeeyoung;Lee, Donghoon;Na, Youngju;Lim, Chaeyeon;Kim, Sunkuk
    • 국제학술발표논문집
    • /
    • The 6th International Conference on Construction Engineering and Project Management
    • /
    • pp.401-404
    • /
    • 2015
  • Demand on free-form buildings is gradually increasing, yet owing to the difficulty of production-installation work, several problems occur in the construction phase upon construction of a building, including the increased cost and construction duration, and reduced constructibility. To solve these problems, a techonology to produce FCP using a CNC(Computerized Numeric Control) machine is developed. The technology is that the information of designed free-form buildings to the CNC machine is transferred, and the transferred information is used for RTM(Rod-Type Mold, the mold shaped by back-up rods) and PCM(Phase Change Material) shaping, and the shaped RTM and PCM have the role of molds to produce FCP. Construction duration and project cost are limited in building sites, so the efficiency of processes like production-installation of FCP for application of the technology is significant. Since it is almost impossible to change the production-installation process at the construction phase when they are established, process should be deliberately decided. Therefore, the purpose of the study is to propose a production-installation simulation model of free-form concrete panels, in aspect of PCM. This paper is establishing the process for production-installation of FCP, estimating time required by each construction type and proposing a time simulation model that changes according to various constraints based on the analyses. With the time simulation model, it will be possible to build a cost model and to review the optimal construction duration and project cost.

  • PDF

완전 드롭형 알폼 시스템 개발 (Development on Full Drop Type Aluminium Form System)

  • 임남기
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2021년도 가을 학술논문 발표대회
    • /
    • pp.14-15
    • /
    • 2021
  • Even though the Al. form system, which was developed to replace the Euro-form, has been used as the slab lower formwork for almost all concrete structures based on the light weight and high conversion rate, the low-noise Drop method has been developed and used in order to overcome the limitations of the Al. Form system such as noise pollution and safety accidents caused by free fall during the demolding. However, as the low-noise drop method is still insufficient, Safety Full Drop Al. Form method is expected to be in the spotlight in the construction market based on its excellent advantages compared to the developed methods. In addition, we plan to conduct research to further contribute to securing the quality of the overall structure through continuous improvement and supplementation by introducing an automation system to the very construction method.

  • PDF

Computational study of the wind load on a free-form complex thin shell structure

  • Rodrigues, A. Moret;Tome, Ana;Gomes, M. Gloria
    • Wind and Structures
    • /
    • 제25권2호
    • /
    • pp.177-193
    • /
    • 2017
  • The accelerated development of new materials, technologies and construction processes, in parallel with advances in computational algorithms and ever growing computational power, is leading to more daring and innovative architectural and structural designs. The search for non-regular building shapes and slender structures, as alternative to the traditional architectural forms that have been prevailing in the building sector, poses important engineering challenges in the assessment of the strength and mechanical stability of non-conventional structures and systems, namely against highly variable actions as wind and seismic forces. In case of complex structures, laboratory experiments are a widely used methodology for strength assessment and loading characterization. Nevertheless, powerful numerical tools providing reliable results are also available today and able to compete with the experimental approach. In this paper the wind action on a free-form complex thin shell is investigated through 3D-CFD simulation in terms of the pressure coefficients and global forces generated. All the modelling aspects and calibrating process are described. The results obtained showed that the CFD technique is effective in the study of the wind effects on complex-shaped structures.

Flexural free vibration of cantilevered structures of variable stiffness and mass

  • Li, Q.S.
    • Structural Engineering and Mechanics
    • /
    • 제8권3호
    • /
    • pp.243-256
    • /
    • 1999
  • Using appropriate transformations, the differential equation for flexural free vibration of a cantilever bar with variably distributed mass and stiffness is reduced to a Bessel's equation or an ordinary differential equation with constant coefficients by selecting suitable expressions, such as power functions and exponential functions, for the distributions of stiffness and mass. The general solutions for flexural free vibration of one-step bar with variable cross-section are derived and used to obtain the frequency equation of multi-step cantilever bars. The new exact approach is presented which combines the transfer matrix method and closed form solutions of one step bars. Two numerical examples demonstrate that the calculated natural frequencies and mode shapes of a 27-storey building and a television transmission tower are in good agreement with the corresponding experimental data. It is also shown through the numerical examples that the selected expressions are suitable for describing the distributions of stiffness and mass of typical tall buildings and high-rise structures.

UHPC 외장패널을 활용한 비정형건축물 외장패널의 목업 시공사례에 대한 연구 - 부산 오페라 하우스 신축 공사 - (Study on Mock-up Construction Example of Free-Form Building Facade using External UHPC Panels - Focused on the Construction of Busan Opera House -)

  • 김태익;윤주용;최병걸;박용규;윤기원
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2021년도 봄 학술논문 발표대회
    • /
    • pp.187-188
    • /
    • 2021
  • In the case of the Busan North Port, where the Busan Opera House is located, it is an environment exposed to various external deterioration factors such as frequent strong winds, seawater and salty winds, and an exterior material using UHPC (Ultra High Performance Concrete), a highly durable exterior material as a solution to this. Has been adopted. in this study, an economical production and construction direction was reviewed by applying UHPC to the exterior panels of atypical buildings that cannot cope with GFRC, metal, and glass, which are the main exterior finishing materials applied so far. When steel fibers are used, structural performance may be better than organic fibers, but due to environmental factors in Busan, corrosion due to exposure to steel fibers or problems with safety management after construction and completion may occur. Therefore, the site used the newly developed SACF fiber. Facade design of atypical buildings, which will increase in the future, is an important part, and the scope of use of UHPC panels is expected to increase in the future as design trends and demand for high durability increase.

  • PDF

저온양생하에서 거푸집 종류에 따른 콘크리트의 압축강도와 적산온도 특성 평가 (Evaluation of the Compressive Strength and Maturity According to Form Types in Low Temperature)

  • 최시현;문영범;김재영;이한승
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2016년도 추계 학술논문 발표대회
    • /
    • pp.5-6
    • /
    • 2016
  • When concrete exposed to low temperatures, the free water in the concrete is freeze. If the pressure developed exceeds the tensile strength of the concrete, the cavity will dilate and rupture. It cause expansion and cracking, scaling and crumbling of the concrete. In this study, to prevent such damage, five different types of form were used. Concrete was poured into each form, cured for 7 days at temperature of -10℃. To measure the temperature history, two thermocouples were installed on each of the inside and outside. And to measure the compressive strength, collected core from each form. The maturity is formed by temperature history. The maturity and the compressive strength has a correlation.

  • PDF

FCP 제작용 3D 프린팅 콘크리트 노즐 개발을 위한 요구사항 분석연구 (Requirement Analysis Study for Development of 3D Printing Concrete Nozzle for FCP Manufacturing)

  • 윤종영;김지혜;김혜권;이동훈
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2022년도 봄 학술논문 발표대회
    • /
    • pp.65-66
    • /
    • 2022
  • In the construction industry, interest in technologies such as 3D Construction Printing (3DCP) is increasing, and research is being conducted continuously. In the case of atypical architecture, different shapes must be implemented, and the introduction of 3D printing technology is intended to solve it. Our researchers are conducting research to produce Free-form Concrete Panel (FCP). It automatically manufactures the FCP's formwork without any error with the design shape. At this time, the concrete nozzle based on the 3D printing technology is developed and the concrete is precisely extruded into the manufactured form to prevent the deformation of the formwork that can occur due to the concrete load. Therefore, in this study, the requirements for the development of 3D printing concrete nozzles for FCP manufacturing are analyzed. Based on the analyzed requirements, the first nozzle was developed. Such equipment is easy to shorten construction period and cost reduction in the atypical construction field, and is expected to be utilized as basic 3D printing equipment.

  • PDF

학교건축의 유니버설디자인 적용에 관한 연구 (A Study on Application of Universal Design in School Building)

  • 성기창
    • 의료ㆍ복지 건축 : 한국의료복지건축학회 논문집
    • /
    • 제24권4호
    • /
    • pp.59-67
    • /
    • 2018
  • Purpose: The concept of the Barrier-Free Design has steadily expanded into a basic principle of design, which can provide safe and convenient lives not only limited to the disables, elders, and pregnant women, but also to all members of the society. This is what we now know as the Universal Design. In other words, Barrier-Free Design for all is Architectural Approach of Universal Design. Thus, as a future-oriented alternative to school facilities according to social change, this study suggests basic direction of school building planning and concept of universal design considering school facilities characteristics. Methods: The characteristics of school facilities are understood from the perspective of Universal Design. In addition, a survey is conducted to identify the current state of school facilities. Result: Findings from this study are as follows. First, Universal Design of School Building is an integrated characteristic. Integration is intended to create and manage an integrated environment instead of an individual and one-time approach to installation and maintenance of convenience facilities. Second, It is a flexible characteristic to be sustainable. In other words, they aim to be selectable to respond to change. Third, It is a characteristic of accumulation of outstanding cases. This means that not only individual schools but also entire school spaces will be applied to Universal Design to form a virtuous circle of environment improvement. Implications: The results of this study may serve as a basic concept in the design of school buildings.