• 제목/요약/키워드: Building Block Analysis

검색결과 177건 처리시간 0.022초

철근콘크리트 골조공사의 프로세스 및 공정 공백 산출 시뮬레이션 모형 개발 (Development of Computing Model for the Process and Operation Interval of Reinforced Concrete Work using Web-CYCLONE)

  • 박상민;손창백;이동은
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2012년도 춘계 학술논문 발표대회
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    • pp.341-343
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    • 2012
  • This study introduces a method for computation of process and operation gap in the specific construction operation(i.e., RC frame construction applying a block-grouping scheme) using CYCLONE-based simulation modeling and analysis technique. Since uncertainty of construction environment exists, a thoughtful production planning is required to effectively deal with a risk resulting in schedule delay in advance. This study presents the concepts of a time delay occurred in a process level and operation level in a operation model, and a method of measuring gap-times in each level while the simulation progresses. It helps a site manager to decide how many segmentation in a construction block is suitable for eliminating unproductive time-delays under the constrained resources (e.g., laborer, equipment). A case study presents a network model representing a three segmented RC frame work, and result obtained from the simulation experiment.

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필터 블록을 이용한 하천용수 취수시스템의 유량특성에 관한 실험적 연구 (Experimental Study on the Characteristics of Flowrate for the Intake System using the Filter Block)

  • 김형석;박문형;김원
    • 대한토목학회논문집
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    • 제35권6호
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    • pp.1247-1257
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    • 2015
  • 하도 내 보를 설치하지 않고 용수를 취수할 수 있는 필터 블록으로 구성된 하천용수 취수시스템이 제안되었다. 이를 하천에 적용하기 위해 수리학적 특성에 관한 분석이 반드시 필요하다. 따라서 본 연구에서는 필터 블록으로 구성된 하천용수 취수시스템을 통과하는 유량특성에 대한 수리실험을 수행하였다. 실험수로 바닥에 사석 및 구슬을 이용하여 필터 블록을 구현하였고 다양한 유량조건에서 실험을 수행하여 취수시스템으로 통과하는 유량을 측정하였다. 취수시스템으로 접근하는 수심이 증가할수록 취수시스템으로 전환되는 유량이 증가하는 것으로 나타났고 Froude 수가 증가하면 전환되는 유량이 감소하는 경향을 보였다. 이러한 경향은 취수시스템의 필터 블록 특성과 관계없이 동일하게 나타났다. 유량계수는 Froude 수에 관계없이 일정한 값을 나타냈지만 필터 블록의 사석 및 구슬의 입경에 따라 변화하였고 필터 블록 재료의 입경에 0.6승으로 증가함을 보였다.

미국 흙건축 법규의 법제화 유형 및 규제내용 분석 (A Study on the Legislation Types and Prescriptions of American Earth Building Codes)

  • 김정규
    • KIEAE Journal
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    • 제8권3호
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    • pp.19-26
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    • 2008
  • The purpose of this study is to analyze the legislation types and prescriptions of American earth building codes. The process of this study is as follows: (1) To understand the legislation background of American earth building codes, this study investigated the history and present state of earth building techniques which is used in USA. (2) To understand the legislation method and procedure of American earth building codes, this study investigated the legislation system of American building codes and the process of model building codes development and adoption. (3) To provide basic data for the legislation of Korean earth building codes or guidelines, this study analyzed American earth building codes about adobe, compressed earth block and rammed earth. The result of this study is as follows: (1) To meet need of a single coordinated set of national model building codes in the United States, the nation's three model code groups decided to form the International Code Council and the first edition of the International Building Code was published in 1997. In the International Building Code there are prescriptions on adobe construction. (2) There are three legislation types of earth building codes in USA. First is to use prescriptions of International Building Code on adobe construction. Second is that State governments establish and issue a separate document under its own title. The last is that local jurisdictions adopt International Building Code with amendments or additional rules. (3) On the base of analysis of American earth building codes, this study proposed the legislation process and direction of Korean earth building codes and guidelines.

어린이집 사례분석에 의한 연령별 보육실의 흥미영역 특성분석 (Analysis on the Characteristics of Activity Areas in Classrooms of Childcare Centers Depending on Age Groups)

  • 박정아;최목화
    • 한국주거학회논문집
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    • 제23권1호
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    • pp.89-96
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    • 2012
  • The purpose of this study is to find out the characteristics of activity areas according to the age difference and provide the alternatives for space planning of activity areas in classroom of childcare centers. This study used the content analysis method for field survey data collected from 36 classrooms of 9 childcare centers in the Daejeon area. Floor plans were converted to Autocad drawings to analyze the characteristics of activity areas. The results of this study were as follows; 1) In case of 0 to 2-year-old classrooms, they had 6 activity areas such as gross-motor area, role play, block building, language, creative expression, exploration/manipulation area. The activity area with the most low frequency was gross-motor area. 2) In case of 0 to 2-year-old classrooms, the size of activity area was in order of gross-motor area > role play > block building > language > creative expression > exploration/manipulation area. In case of 3 to 5-year-old classrooms, the size of activity area was in order of language > art > role play > math > block building > science > tone and rhythmic area. 3) The central areas with easy access in 0 to 2-year-old classrooms were Large-motor and Imaginary Play Areas. Also, more isolated areas were Manupulatives and Block Areas. The central areas with easy access in 3 to 5-year-old classrooms were Arts, Numbers and Manupulatives. While more isolated areas were Music, Movement and Science Areas.

격자구조모델을 이용한 선체 PE블록의 반목 반력 해석 시스템 개발 (Three-Dimensional Grillage Analysis of Reaction Forces on Supports of Pre-Erection Block)

  • 류철호;김성찬;김동근
    • 한국해양공학회지
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    • 제27권4호
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    • pp.1-8
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    • 2013
  • Many PE (pre-erection) blocks are supported by wooden, concrete, or steel supports when they are stocked in the outdoor areas of a shipyard. Their positions and numbers are planned on the basis of the workers' experience. Recently, many shipyards have been making PE blocks with various shapes and weight distributions because of the variety of ships and building technologies. Therefore, it is now necessary to deal with blocks that they have no experience with. We propose a method to conveniently and quickly evaluate the structural safety of PE block supports, without the need for special knowledge and technology related to structural analysis. This method can reduce the large number of man hours (MH) normally needed for the analysis. The three-dimensional grillage analysis is performed for a simplified grillage model of a PE block. For efficiency, the grillage model of the PE block is automatically built from its three-dimensional CAD model, and its weight is also automatically distributed on the grillage model. The integrated system has been comprehensively implemented to perform the grillage analysis for the reaction forces on block supports. This paper describes how to make a grillage model of a PE block and estimate the weight distribution of the block on this grillage model. These steps are verified by comparing the supports reaction forces to those of the 3D finite element analysis for the PE blocks that are provided by a shipyard.

유닛모듈 운반시 작용하중 분석 (Load analysis for transporting unit module)

  • 김균태;전영훈
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2015년도 추계 학술논문 발표대회
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    • pp.200-201
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    • 2015
  • The unit modular method is one in which unit modules are prefabricated at a factory and then constructed at a construction site. That is why an important process, transporting unit module, is added in this method. The purpose of this study is to analyse the load for transporting unit module. The results of the analysis of the driving experimental runs revealed that a maximum load of 15 kN was applied on adapter block type A and a maximum load of 25 kN on adapter block type B. These loads were recorded at the points in the road test when the low-bed trailer was driving through unstable sections of the test such as stopping, restarting, passing over a speed bump or taking a left turn at speed.

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컨테이너선 Side Block의 Lifting 변형 사례 분석 (A Study on Container Ship Side Block Damage at Lifting Stage)

  • 이준혁;유영규;성창제
    • 대한조선학회 특별논문집
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    • 대한조선학회 2005년도 특별논문집
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    • pp.107-112
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    • 2005
  • During assembling the ship block, the lifting and turnover events are not only inevitable but also very important for safety aspects and block accuracy. However, they have been executed in empirical ways rather than numerical ways in consideration of the building schedule. In this paper, a structural analysis has been carried out for the container ship side block that collapsed in the course turnover stage. As a result, the causes of collapse and countermeasure plans are presented.

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Evolution of Skyscraper Block Typology Affected by Air Rights Development: A Case Study of Manhattan

  • Chao Weng;Yu Zhuang
    • 국제초고층학회논문집
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    • 제12권1호
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    • pp.19-33
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    • 2023
  • Air Rights techniques, including floor-area ratio (FAR) transfers, FAR bonuses, and FAR storage, have been widely applied among skyscraper constructions in New York City for profit maximization goals. Since 1916, air rights regulations in New York zoning system have been revised and improved over the years to cater the urban development needs of different periods, and they also result in typical skyscraper block typologies. This research firstly performed spatial overlay analysis to reveal the spatial correlation between skyscraper blocks and air rights application blocks; secondly, Spacematrix parameters and cluster analysis are applied to divide the skyscraper urban block of New York City into four categories. Compared with air rights application data, the research attempts to illustrate how various air rights techniques have acted on the formation and evolution of skyscraper block typologies in the pre-1916, 1916-1961, 1961-2010, and 2010-present periods respectively, in order to reveal the relationship between public policies and urban morphology in a broader sense and also provide references for policy making in future.

A Model for Developing Urban Innovation Clusters

  • Morse, Sidney
    • World Technopolis Review
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    • 제2권2호
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    • pp.81-95
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    • 2013
  • This paper seeks to build on previous work conducted by Porter, Devol, Florida, Bahrami and Evans, Wennberg and Lindqvist, and others contained in the literature, to construct a new way of looking at innovation cluster development. It seeks to describe the key elements contained in the research that serve as building blocks for innovation clustering, adding analysis dimensions that aim to further illuminate understanding of this process. It compares those building block characteristics to the innovation topography of U.S. urban centers, to shed light on a new framework through which urban innovation cluster formation can be considered. It identifies three building block analysis categories: 1) Technological Capability and Capacity (TCC); 2) Intellectual Propulsion Capacity (IPC); and 3) Structural Creative Inspiration (SCI). These three pillars form the architecture for creation of a Strategic Innovation Network (SIN), upon which clustering can be systematically analysed and built. The purpose of the SIN is to optimally organize and connect all available resources that include physical, financial, and human, such that innovation clustering is inspired, encouraged, nurtured, and ultimately constructed as fully functioning socio-economic organisms that provide both local and regional benefits. It is designed to aid both private enterprise and public policy leaders in their strategic planning considerations, and to enhance urban economic development opportunities.

권상 작업 중 슬링 파손으로 인한 블록 지상 낙하 충격에 대한 준정적 해석 (Quasi-Static Analysis of Block Impact Against the Ground Due to Sling Failure During Block Lifting)

  • 김선엽;이탁기;윤정호
    • 대한조선학회논문집
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    • 제58권2호
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    • pp.84-89
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    • 2021
  • Recently, shipyards are making many efforts to reduce the number of the mounted blocks by increasing the block size. This is to improve productivity and reduce related costs by minimizing block movement and shortening the building period. However, as the blocks become larger, the weight increases considerably. If the target block has a damage due to an unexpected accident during block lifting, it may seriously cause a problem of the reusability of the block. In this study, a large-sized block of the offshore structure weighing 480 tons was lifting with a total of seven sling belts, and one sling belt was broken while it was moving, resulting in a situation in which a part of the edge of the block collided with the ground. The aim of this paper is to verify the structural integrity of the block that directly collides with the ground in the form of free fall due to the sling breakage. Considering that the hook loads acting on several sling belts holding the block are redistributed when a sling belt is broken, the hook loads were recalculated at the angle just before the sling breakage. These loads were used to check the safety of the sling belts. In addition, FE analysis was performed by calculating the amount of impact from the free fall condition, obtaining the impact area by using Hertz's contact theory, and then applying the impact load to the area.