• 제목/요약/키워드: Modular Structure

검색결과 393건 처리시간 0.026초

콘크리트 블록식 보강토 옹벽과 보강사면을 복합으로 이용한 보강토의 설계 및 시공사례 연구 (A Case Study of Hybrid Reinforced Geo-Structure using Reinforced Concrete Block and Slope)

  • 김영남;채영수;이강일
    • 한국지반신소재학회논문집
    • /
    • 제4권4호
    • /
    • pp.47-56
    • /
    • 2005
  • 산업의 발달에 따라 효율적인 부지의 활용이 요구되면서 옹벽의 사용이 많아지게 되었다. 이러한 옹벽 중 지오그리드를 보강재로 하고 콘크리트 블록을 전면판으로 사용하는 블록식 보강토 옹벽(dry cast modular block wall, MBW)은 그 시공의 편이성과 경제성으로 인해 1980년대 초부터 꾸준히 사용이 증가하고 있는 추세이다. 그러나 이 방법은 토압이론에 기초하는 특성상 양질의 사질토를 사용하여야 한다. 이에 비하여 보강사면(reinforced soil slopes, RSS)은 $70^{\circ}$ 이하의 경사를 갖는 보강토체로서 공사에 사용되는 흙이 블록식 보강토 옹벽보다는 훨씬 광범위하다. 또한 본 공법은 양질의 사질토 구득이 어려운 점을 보완하고, 개발되는 부지의 효용성을 극대화하기 위하여 부지의 경계면에서 일정 높이의 수직으로 축조되는 블록식 보강토 옹벽을 축조하고 그 위에 보강사면을 축조하였다. 본 연구는 이러한 두 공법의 장점을 활용한 복합식 보강토체를 설계하고 시공한 결과에 대하여 설계 및 시공 시 고려하여야 할 사항에 대하여 연구하였다.

  • PDF

이중골조시스템으로 설계된 복강판-모듈러 구조물의 반응수정계수에 관한 연구 (Study on the Response Modification Factor for a Lightweight Steel Panel-Modular Structure Designed as a Dual Frame System)

  • 이어진;홍성걸
    • 한국지진공학회논문집
    • /
    • 제15권1호
    • /
    • pp.39-48
    • /
    • 2011
  • 본 연구에서는 복강판-모듈러 시스템과 같이 구조 기준에 명시되지 않은 새로운 시스템의 반응수정계수를 산정하는 절차를 제안하였다. 기본 개념은 구조성능 실험결과를 바탕으로 모델링 된 시스템의 비선형 정적 해석 곡선으로부터 세부 구성요소인 초과강도계수와 연성계수의 도출하고, 단자유도 시스템으로 간주하고 평가된 반응수정계수를 다자유도 동적 거동을 고려한 다자유도 밑면전단 수정계수로 수정하여 시스템의 최종적인 반응수정계수를 결정하는 것이다. 제안한 절차에 따라 이중골조시스템으로 설계된 2층부터 5층까지의 복강판-모듈러 시스템에 대해 평가한 결과, 최종적인 반응수정계수는 5층(층고 4m기준)을 복강판-모듈러 시스템의 적용 가능한 층수의 상한으로 하여 4로 결정하는 것이 타당할 것으로 판단하였다.

수직 다관절 로보트를 위한 시스템 프로그램 (A System Program for Revolute Type Manipulatora)

  • 최호현;고경철;임계영
    • 제어로봇시스템학회:학술대회논문집
    • /
    • 제어로봇시스템학회 1987년도 한국자동제어학술회의논문집; 한국과학기술대학, 충남; 16-17 Oct. 1987
    • /
    • pp.14-18
    • /
    • 1987
  • In this paper, a system program is introduced for the effective operation of revolute type robot manipulator. The I system program consists of several modes and specific functions. These modes and functions are flexible and easy to use because the structure is modular and conversational. This program had implemented and verified the efficiency together with a five axes robot.

  • PDF

선반의 이송장치부의 컴퓨터이용설계에 관한 연구 (Study on the computer aided design of lathe feed diriving unit)

  • 염영하;이장무;이원희
    • 오토저널
    • /
    • 제5권1호
    • /
    • pp.63-78
    • /
    • 1983
  • As a basic study on the machine tools of modular structure, a Computer Aided Design of feed driving unit and an optimization of the dynamic characteristics of a machine tool structure are carried out.. Computer-aided design technique enables designers to save time and to easily do the job in variant design by effectively documenting design techniques and data. In this study a computer program package was developed for automatic design of a proper feed driving units by utilizing building block principle of OIWA CADET.

  • PDF

조명장치의 이동과 자동 교체가 가능한 LED 무대조명 시스템 (Shifting and Automated Replacement of Lighting Devices for LED Stage Lighting)

  • 유인환;이보희;송현선
    • 조명전기설비학회논문지
    • /
    • 제25권9호
    • /
    • pp.1-7
    • /
    • 2011
  • A performance delivers the contents and feeling through human bodies and stage settings in the limited space of a stage. Among the stage settings, the lighting creates overall atmospheres effectively according to the situations of the performance such as a time flow, a change of seasons, an expression of the mental state of the performer. As the LED lighting is used more widely, the number and the size of the lighting is being decreased, which makes it possible for various devices to be used. However, just as conventional lighting devices, most of them are fixed. So it is difficult to use them at a blind spot and to replace them. To solve this problem, this article suggests a system which replaces lighting automatically and moves. As it can moved to a spot we want on a rail, and the lighting system can be replaced by itself, it can have various lighting effects, increasing the effectiveness of the performance. Additionally, it can also decrease the danger of a worker operating the lighting device located at a high place. At the mock-up experiment, its mobility and stability on a rail were tested using the wheel of the Modular Robot.

유닛형 경량철골 천정시스템 개발에 관한 연구 (A Study of the Development of a Modular, Lightweight Steel Ceiling System)

  • 김혜연;배상환
    • 설비공학논문집
    • /
    • 제29권5호
    • /
    • pp.269-277
    • /
    • 2017
  • This study consists of an analysis of pre-existing ceiling construction systems as well as the development of a replacement unitary, lightweight steel ceiling system and related legal standards. Based on the material conditions and progression of the study, appropriate components were chosen and details were modified by mock-up test. A final study model was evaluated for performance and adaptability based on four parameters (indoor environment, constructability, budget economy, and aesthetics) and compared to the pre-existing ceiling system. As a result of the initial study, a lightweight steel design was created consisting of a reinforced structure with modular bars and entry holes for components. This system was hung directly on the suspension structure. The new design increased lighting and acoustic performance adapted to an indoor environment. Moreover, the speed of construction was increased by approximately 30%, the cost was decreased by approximately 20%, and ceiling aesthetics were improved.

PLA에 기초한 디지털논리스위칭함수 구성 (The Construction of the Digital Logic Switching Functions using PLA)

  • 박춘명
    • 한국정보통신학회논문지
    • /
    • 제12권10호
    • /
    • pp.1794-1800
    • /
    • 2008
  • 본 논문에서는 PLA를 사용하여 디지털논리 스위칭함수를 효과적으로 구성하는 방법을 제안하였다. 제안한 방법은 먼저 포스트 대수를 기반으로 MIN 대수연산과 MAX 대수연산을 제안하였고, 이를 구현하기 위해 T-gate에 대해 논의하였다. 그리고 PLA의 기본 회로인 MIN 배열, MAX 배열과 리터럴에 대해 논의하였다. PLA를 사용하여 디지털논리스위칭함수를 설계하기 위해 변수분할, 모듈러 구조, 리터럴 생성기, 복호기와 인버터를 제안하였다. 제안한 방법은 좀 더 콤펙트하고 확장성이 용이하다.

복합 프리캐스트 콘크리트 패널 수평접합부의 구조적 거동 (Structural Behavior on Horizontal Connection for Hybrid Precast Concrete Panel)

  • 이상섭;박금성
    • 대한건축학회논문집:구조계
    • /
    • 제35권10호
    • /
    • pp.155-162
    • /
    • 2019
  • Hybrid precast concrete panel is a wall element that is able to quickly construct the core wall structure for moderate-rise modular buildings. Hybrid precast concrete panel has unique characteristics which is a pair of C-shaped steel beams combined at the top and bottom of a concrete wall, In this study, an improved anchorage detail for vertical rebar is proposed to ensure the lateral force resistance performance of hybrid precast concrete panel emulating monolithic concrete wall. Also, the structural performance of horizontal connection is investigated experimentally with the bolt spacing parameter. And the behavior of hybrid precast concrete panel with the improved detail is compared with the monolithic concrete wall tested in a previous study. Finally, the required thickness of C-shaped steel beam to eliminate or minimize the deformation in horizontal connection is calculated by prying action equation.

목조주택 모형개발을 위한 평면모듈 설정에 대한 연구 - 기둥-보 방식 구조를 중심으로 - (A study on the Plan Modular Establishment for the Development of Wooden Dwelling Model - Focused on the Post & Beam Structure -)

  • 강만호;주석중;김재덕
    • 한국주거학회논문집
    • /
    • 제18권1호
    • /
    • pp.141-148
    • /
    • 2007
  • In this research, to develope wooden house model with post & beam structure which is commensurate with domestic environment, we analyzed the size and module of a unit space and space organization of existing habitation, then, based on the result, we tried to suggest general wood house modules. For this, we investigated 98 floor plans for 30 pyeong apartment in Seoul, Gyounggi-do, Gwangju, and Jeolla-do. The results are showed as follows. 1) It has shown that 7 posts distances are available in 2 bay floor plan type - 3.0 m, 3.3 m, 3.6 m, 3.9 m, 4.2 m, 4.5 m, and 4.8 m. 2) It has shown that 8 posts distances are available in 3 bay floor plan type - 3.0 m, 3.3 m, 3.6 m, 3.9 m, 4.2 m, 4.5 m, 4.8 m, and 5.1 m. It was concluded as follows, applying the standard of regulations of horizontal modular coordination design, from $\ulcorner$the standard of modular coordination design in architecture(KSF 1525)$\lrcorner$. 1) The available widths are 3.0 m, 3.3 m, 3.6 m, 4.2 m, and 4.8 m, and the available depths are 3.0 m, 3.3 m, 3.6 m, and 4.2 m. 2) To guarantee a space through post module of a room combination, we can use a module of 3.6 m, 4.2 m, 4.8 m except 3.0 m, 3.3 m among available modules. The module investigated in post & beam structure wooden house is applied in basic 6 floor plans as follows. 1) When organize the room on the basis of tile module of 3.6 m, 4.2 m, it was possible to organize the floor plan. 2) After arranging main room, making practical application of variableness which is advantage of post & beam structure, putting to practical use of extra space that becomes the combination of atypical room such as kitchen, dining room, and bathroom, it was possible to organize the floor plan of the residence. 3) It is possible to organize whole rooms through the plan module from 3.6 m to 4.2 m, that decides the floor plan of a wooden house.