• Title/Summary/Keyword: Building foundation

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Analysis for BIM Object Information Compatibility Problem Classification Among BIM Softwares (BIM 소프트웨어 간의 객체 정보 호완성 문제 유형 분석)

  • Lim, Chul-Woo;Yu, Jung-Ho;Kim, Chang-Duk
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2010.05a
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    • pp.257-260
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    • 2010
  • The Architecture, engineering & construction (AEC) industry domains have grown more complex and larger. BIM is a digital representation of a building to facilitate the exchange and development of construction information integration and interoperability. Industry Foundation Classes (IFCs), under development by International Alliance for Interoperability (IAI), represent the part of buildings or elements of a process. IFC has been adopted as a central information repository in order to deliver integrated information. BIM softwares could open the IFC file, recognize standard objects. However, sometimes, information distortion or information loss occurs during information exchange. As project participants exchange BIM information by using BIM softwares they will need a reliable and efficient exchange of information. This paper suggests the BIM object information compatibility problems among BIM softwares and classify the BIM object information compatibility problems.

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Nonlinear Seismic Analysis of Steel Structure Buildings Considering the Stiffnesses of the Foundation-Soil System (기초지반강성을 고려한 철골 건축구조물의 비선형 지진해석)

  • Oh, Young-Hee;Kim, Yong-Seok
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2005.03a
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    • pp.137-144
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    • 2005
  • Seismic responses of a building are affected due to the site soil conditions. In this study, linear time history seismic analysis and nonlinear pushover static seismic analysis were performed to estimate the base shear forces of the 3, 5 and 7-story steel structure buildings considering the rigid and soft soil conditions. According to the study results, the steel structure buildings designed for the gravity loads and wind load showed the elastic responses with the moderate earthquake of 0.11g, and the soft soil layer increased the displacement and the base shear force of a building. Therefore it is more resonable to perform an elastic seismic analysis of a building structure with the moderate earthquakes considering the characteristics of the soft soil layer.

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Grounding Characteristic Analysis of Plate Electrodes

  • Kim, Sung-Sam;Kim, Ju-Chan;Koh, Hee-Seog
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.21 no.4
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    • pp.53-60
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    • 2007
  • In this study, an experiment on the efficient construction method of plate electrodes, the influence of electric potential interference in plate electrodes, and building foundations were explored. The experimental result of the electric potential measurement was taken on the basis of the direction of movement and the condition in which the plate electrodes are laid underground in building foundations. It shows that the construction method of laying the plate electrodes vertically exhibits a more efficient reduction of electric potential in a diagonal direction and on an X axis than laying plates horizontally. For plate electrode construction in an area that has uniform conditions, the parallel joint construction method is more effective than a single construction to reduce earth electrical potential and ground resistance. In addition, a straight arrangement performs well in ground efficiency, compared to the parallel arrangement.

Representation Systems of Building Blocks in Logo-based Microworld

  • Lee, Ji-Yoon;Cho, Han-Hyuk;Song, Min-Ho;Kim, Hwa-Kyung
    • Research in Mathematical Education
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    • v.15 no.1
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    • pp.1-14
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    • 2011
  • Logo has influenced many researchers and learners for the past decades as a 20 turtle geometry environment in the perspective of constructionism. Logo uses the metaphor of 'playing turtle' that is intrinsic, local and procedural. We, then, design an environment in which the metaphor of 'playing turtle' is applied to construct 3D objects, and we figure out ways to represent 3D objects in terms action symbols and 3D building blocks. For this purpose, design three kinds of representation systems, and asked students make various 3D artifacts using various representation systems. We briefly introduce the results of our investigation into students' cognitive burden when they use those representation systems, and discuss the future application measures and the design principles of Logo-based 3D microworld.

A Study on the Gaeksa and Dongheon of Dadaepo-jin (다대포진 객사와 동헌에 관한 연구)

  • Seo, Chi-Sang
    • Journal of architectural history
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    • v.29 no.2
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    • pp.31-38
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    • 2020
  • This paper aims at the examination on the fallacy of the name of 'Dadaepo-gaeksa'. The results are as follow: The so called 'Dadaepo-gaeksa' was one of the official buildings of Dadaejin, the naval forces in the late period of J osun dynasty. The building was moved to Molundae near the original site in 1970. And two years later, it was designated as a cultural asset. However it's real name is 'Dadaejin-dongheon', because Dadae-jin gaeksa was demolished about the time of the foundation of Dadaepo-elementary school. Otherwise, Dadae-jin donheon was used as a school building from 1904 to 1970. Futhermore, the architectural style of the existing building is different from the general gaeksa's in the period of J osun dynasty. Therefore, the name of Dadaepo-gaeksa needs to change into Dadaejin-gaeksa and to restore as its original style.

Analysis of Cases Using Top-Down Construction Method Under Various Site Condition (현장 조건에 따른 Top-Down 공법 사례분석에 관한 연구)

  • Shin, Hyun-Jung;Shin, Kyoo-Chul
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.05a
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    • pp.197-199
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    • 2011
  • To utilize the Top-Down construction method, it is required to analyse building area, floors, and soil conditions to choose the three basic elements of retaining wall, base column, and floor structure. The purpose of this research is to compare the methods of Top-Down with other construction methods. The research method is to analyse the project conditions of Top-Down project cases. The aim is to develop a method of selecting alternatives, considering construction characteristics, work schedule, supporting methods, foundation types.

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Analysis of Reliability Network in Construction Organizations Using SNA (사회연결망분석을 이용한 건축공사 현장조직의 신뢰도네트워크 분석)

  • Park, Yong-Kyu;Kim, Jae-Yeob
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.05a
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    • pp.199-201
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    • 2013
  • In a construction project in which cooperation among project members gets its importance, trust among construction site members should be foundation to enhance team spirit and achievement. This study analyzes the trust network among staff by using social network analysis (SNA) theory for organizations in apartment complex construction sites in Korea. The analysis illustrates higher level of trust for those positioning in the higher positions in hierarchy and having greater experiences. It might be attributable to own features of construction works where skills are acquired by site experience.

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Analysis of Underpinning Construction Cases for Underground Space Expansion (지하공간 확장을 위한 언더피닝 사례분석)

  • Choi, In-Sub;Rhim, Hong-Chul;Kim, Yang-Jung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.11a
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    • pp.11-12
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    • 2013
  • It is required to response to the demand for new space due to high density of population and buildings in urban area. In particular, in case of big cities such as Seoul where the lack of new construction site due to the depletion of available space, existing buildings must be demolished for new construction. Utilization of urban underground space can be an alternative to solve for urban space problems. There are applications of underpinning methods using micropiles for existing buildings. Sometimes, the difficulties come from the compact space available for new foundation underneath the existing ones. In this paper, a novel underpinning method is introduced which can solve the space restriction problems underneath existing columns.

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Experimental Study on the Generation of Hydration Heat of Binder using Latent Heat Material (잠열재를 사용한 결합재의 수화발열 특성에 관한 실험적 연구)

  • Kim, Yong-Ro;Kim, Do-Su;Khil, Bae-Su;Kim, Ook-Jong;Lee, Do-Bum
    • Journal of the Korea Institute of Building Construction
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    • v.9 no.3
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    • pp.103-107
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    • 2009
  • It is necessary to develop a new technology for effectively controlling thermal crack caused hydration heat according to the increasing construction of large size massive concrete structures such as mat foundation of high-rise building. Therefore, to develop a new technology for reducing hydration heat of large size massive concrete in this study, it was investigated hydration heat generation properties of binder using latent heat materials. As a test result, it was confirmed that latent heat materials were advanced on the reduction of hydration heat and control of thermal crack. It is expected to be applied as the excellent technology on the management of hydration heat and thermal crack in large size massive concrete structures.

Comparison of Reinforced Concrete Construction Technology between North and South Korea (남북한 철근콘크리트 시공기술 비교)

  • Baek, Cheong-Hoon;Kim, Eun-Young
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.06a
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    • pp.208-209
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    • 2020
  • There is no disagreement that the construction sector will play an important role in inter-Korean economic development cooperation. However, very few studies have been made at North Korea's construction technology. North Korea shows a lot of differences from South Korea, from the quality standards of building materials to construction technology. It is clear that these differences will be a stumbling block to the promotion of construction projects in the inter-Korean cooperation stage. Therefore, the start of inter-Korean economic development cooperation should be preceded by work to clearly recognize each other's differences and lay the foundation for integration or compatibility. The purpose of this study is to compare the construction technology of rebar concrete construction. We compared the differences with Korea's construction method based on the construction books recently published in North Korea, and derived the characteristics of North and South Korea for each detailed process of reinforced concrete construction.

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