• 제목/요약/키워드: 3D construction method

검색결과 950건 처리시간 0.029초

직물 미세구조의 3차원 표면 및 솔리드 형성 방법 (A Novel Method for 3D Surface and Solid Construction Analysis of Fabric Microstructure)

  • 이예진;이병철
    • 한국생활과학회지
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    • 제21권3호
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    • pp.539-550
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    • 2012
  • In-depth knowledge of fabric microstructure is essential for understanding clothing comfort since it plays a significant role in heat and mass transfer between the human body and clothing. In this study, a novel method was employed for investigating 3D surfaces and solid construction characteristics of specific fabrics by using a reverse engineering technique. The surface construction data were obtained by a confocal laser scanning microscope and then manipulated by a 3D analysis program. Triangle mesh was used for connecting each 3D point, with clouds and fabric surface characteristics created by rendering techniques. For generating a 3D solid model, determinants of radius of curvature was used. According to the proposed method, actual surface expression of the real fabric was achieved successfully. The results from this methodology can be applied to the detailed analysis of clothing comfort that is highly influenced by the microstructure of the fabric.

초고층 거푸집 공사의 시공성 검토를 위한 3D Printing의 활용 (Application of 3D Printing Technology for Formwork Constructability Review in Tall Building Construction)

  • 이준혁;이동민;조훈희;강경인
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2016년도 추계 학술논문 발표대회
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    • pp.69-70
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    • 2016
  • The constructability of formwork has a significantly influence on the duration and cost in tall building construction. However, current installation and dismantling process are conducted with heuristic approaches due to the absence of reasonable constructability review method. This study proposes a new method to review the constructability of formwork by utilizing 3D printing technology. It is expected that the suggested review method could reduce formwork duration and cost with subjective, but rational manner.

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3차원 물체에 대한 8진 트리 구성 알고리즘에 관한 연구 (A Study on Octree Construction Algorithm for 3D Objects)

  • 최윤호;송유진;홍민석;박상희
    • 전자공학회논문지B
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    • 제29B권1호
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    • pp.1-10
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    • 1992
  • This study presents a complete octree construction algorithm for 2D depth images obtained from orthogonal face views, which can represent 3D objects exactly. In constructing quadtree, optimal quadtree construction algorithm is applied to depth images for efficient use of memory and reduction of tree construction time. In addition, pseudo-octrees are constructed by using our proposed method, which construct pseudo-octrees according to the resolution value given in each node of constructed quadtree and mapping relation between quadrants and octants. Finally, a complete octree, which represents a 3D object, is constructed by volume intersection with each constructed pseudo-octree. The representation accuracy of a complete octree constructed by our algorithm is investigated by using a 3D display method and a volume ratio method for a complete octree.

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AUTOMATED CONSTRUCTION PLANNING AND VISUALIZATION

  • M. Kataoka
    • 국제학술발표논문집
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    • The 2th International Conference on Construction Engineering and Project Management
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    • pp.61-68
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    • 2007
  • There has been a lot of research on and release of commercial systems that enable evaluation and visualization of construction methods. These have enabled the selection of good construction plans. However, the process in which engineers build 3D geometry, formulate a schedule and eventually synchronize them is still a time-consuming process. Changing any aspect of the geometry or the schedule and re-linking them is also time-consuming. Therefore, the engineers may compromise on getting the best solution. This paper describes a technique to automate the generation of multiple sets of schedules, quantity takeoffs and 4D visualization from a single 3D model.

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Methods of Reviewing Constructability of Nuclear Power Plants Utilizing a Data-based Technology

  • Kim, Woo Joong;Lim, Byung Ki;Byon, SuJin
    • 국제학술발표논문집
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    • The 6th International Conference on Construction Engineering and Project Management
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    • pp.147-149
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    • 2015
  • A nuclear power plant construction project normally involves a large construction work of which the total project cost is over 5 trillion Won, Such a large-scale construction project has the risks of schedule delay and quality degradation due to increase in project cost, because designs are changed due to design errors. The reasons for design changes during installation are 1) insufficient engineering capability of the owner, 2) information discontinuance due to the multiple package method, and 3) inefficient constructability review processes. Accordingly, this study proposes, through problem analysis, a method of developing a constructability review system that utilizes constructability review processes and a data-based technology (3D modeling) that are optimized for nuclear power plant construction projects. It also presents a method of establishing a system for reviewing constructability in which constructability review processes and a Database (3D model, Schedule, Design change Items) are linked each other.

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대블록시공법에 따른 강상판교의 시공단계별 거동 (Behavior Due to Construction Step in Steel Deck Bridge by Large Block Construction Method)

  • 이성행;김경남;함형길;정경섭
    • 한국구조물진단유지관리공학회 논문집
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    • 제14권2호
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    • pp.97-105
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    • 2010
  • 시공단계에 따른 강상판교의 변위를 측정하였고, 이 결과와 비교하기 위하여 3차원 구조해석을 수행하였다. 검증된 모델을 사용하여 대블럭 시공법에 의한 시공단계에 따른 3차원 구조해석을 수행하여 다음과 같은 결론을 얻었다. 1. 설계에 사용된 Grid 해석과 3차원 해석에 의한 결과를 비교하면, Grid 해석의 결과는 곡선교의 변위를 모사하는데 한계가 있었으며, 두 가지 해석방법에 의한 변위의 차이는 약 10~20%정도였다. 2. 가설중에 일어날 수 있는 최대 처짐은 완료된 상태의 처짐에 비하여 1.7배까지 크게 발생하였다. 3. 시공단계 해석 결과, 블록시공법에 의하여 시공되는 교량의 거동은 전체 구조물이 일체로 되어 한 번에 거치되는 교량과는 다른 결과가 도출되며, 중간의 가설과정에서는 설계시 고려된 응답보다 더 큰 결과가 도출되고 있으므로, 설계시 시공단계를 고려한 해석을 통하여 합리적인 구조설계가 이루어져야 한다.

3D 스캐너를 활용한 철근 자동검측방식의 현장적용성 연구 (A Study on Application of Automated Inspection System for Rebar Inspection using 3D Scanner)

  • 임현수;김태훈;이명도;김창원;차민수
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2019년도 춘계 학술논문 발표대회
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    • pp.157-158
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    • 2019
  • Reinforcing bars are an important material for tensile strength of structures. For this reason, the inspection of the reinforcing bars confirming the layout and omission is very important for the safety of the structures. However, the current method of inspecting of the reinforcing bars through photographs of specific areas is difficult to identify condition all reinforcing bars. And It is also difficult to confirm after completion of a building. Therefore, reinforcing bar inspection using 3D scanner is required for automation of rebar inspection and database construction. For this purpose, this study test application of automated inspection method for rebar inspection using 3D scanner and discuss the effect of this method.

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Comparison of 3D Reconstruction Methods to Create 3D Indoor Models with Different LODs

  • Hong, Sungchul;Choi, Hyunsang
    • 국제학술발표논문집
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    • The 6th International Conference on Construction Engineering and Project Management
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    • pp.674-675
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    • 2015
  • A 3D indoor model becomes an indiscernible component of BIM (Building Information Modeling) and GIS (Geographic Information System). However, a huge amount of time and human resources are inevitable for collecting spatial measurements and creating such a 3D indoor model. Also, a varied forms of 3D indoor models exist depending on their purpose of use. Thus, in this study, three different 3D indoor models are defined as 1) omnidirectional images, 2) a 3D realistic model, and 3) 3D indoor as-built model. A series of reconstruction methods is then introduced to construct each type of 3D indoor models: they are an omnidirectional image acquisition method, a hybrid surveying method, and a terrestrial LiDAR-based method. The reconstruction methods are applied to a large and complex atrium, and their 3D modeling results are compared and analyzed.

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A measure for activating BIM by actual application analysis of integrated utilization process of quantity, process(4D), and construction cost(5D) in view of life-cycle

  • Lee, Jae-Hong;Kim, Tae-Young
    • 한국컴퓨터정보학회논문지
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    • 제25권12호
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    • pp.1-15
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    • 2020
  • 본 논문에서는 토목 분야 설계와 시공 단계에서의 기존의 2D 프로세스들을 향후 BIM 방식의 프로세스들로 전환하기 위한 새로운 방법을 제안한다. 먼저, 생애주기 관점의 토공 및 도로 구조물의 BIM 설계와 시공 단계에서의 수량-공정(4D)-공사비(5D) 연계 활용의 전체 프로세스에 대하여 기존 2D 방식의 성과품과 3D BIM 방식의 성과품들의 실적용 과정을 비교 분석한다. 제안하는 방법은 IFC 국제 공통 표준 파일 정보와 CBS/OBS/WBS 표준 분류 체계 정보를 연계하여 설계 단계의 성과품을 만들고 수량-공정(4D)-공사비(5D) 연계 활용 모듈을 활용하여 시공 단계의 성과품을 만든다. 궁극적으로는 제안하는 방법을 사용하여 토목 분야 BIM 설계와 시공의 단계별 기술들을 상용화하고자 한다.

CNC Twisted Tube공법을 이용한 비정형 3차원 좌표제어 기술 -대구 대표물문화관(디아크)를 중심으로- (Freeform 3D Coordinate Control Technology using CNC Twisted Tube Method -Focused on The ARC in DaeGu-)

  • 김성진;류근석;류한국
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2012년도 추계 학술논문 발표대회
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    • pp.227-228
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    • 2012
  • In contemporary architectural practice, flat sections and plan drawings are no longer a primary means of representation and communication with participants. A typical building design has an ornamental exterior wall system and a roof system that should have water-proof quality and drainage function. By comparison, distinction between exterior wall and roof are unclear in freeform buildings, and they are integrated into a concept of a building envelope. This study is to propose 3D coordinate control technology for freeform structure by CNC curved tube method in order to develop a BIM-based envelope design and construction method for freeform building. Because a much wider freeform building construction can be achieved with correct 3D data and easy-to-implement in construction field, the proposed 3D coordinate control technology is highly recommended for practical use instead of the conventional CAD system.

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