• Title/Summary/Keyword: 경량칸막이벽

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Analysis of Characteristics and User's Evaluation for Lightweight Panel in Apartment (공동주택 경량칸막이 벽체구성재 분류별 사용자 평가 및 특성 분석)

  • Park, Hyeon-Ku
    • Journal of the Korea Institute of Building Construction
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    • v.10 no.1
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    • pp.181-191
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    • 2010
  • Lightweight panels are currently used in many ways, such as inner walls of the skyscrapers and residential buildings in Korea. Moreover there has been an increasing of interest in developing construction method and quality improvement as many buildings became higher, because there are more advantages like constructability, finishability, and economic efficiency, etc. than previous heavy weight concrete wall. It is necessary to analyze the characteristics and evaluate the performance of lightweight panels when selecting proper methods and materials to building characteristics and builder's demand. However, there doesn't exist systematic data with a classification of lightweight panels' type and performance. The purpose of this study is to classify domestic lightweight panels by both type of exterior board and construction method, and also to evaluate each performance by surveying user's opinion.

The Size of Crowd Pressure According to Number of Persons (가력 인원수에 따른 군중하중의 크기에 관한 실험적 연구)

  • Kim, Jin-Sik;Shin, Yun-Ho;Choi, Soo-Kyung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2016.05a
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    • pp.93-94
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    • 2016
  • The resistance of crowd pressure is an important performance to be influential on safety of facility users among performances required for light weight walls of public facilities. This study has empirically evaluated the estimation of size of crowd pressure to be applied to a wall of structure. For the load analysis test, the force plate with stiffness of 28 kN/cm was designed and manufactured. For inspectors, 15 males in the age of 20s were selected. The action of putting load was set as instantaneous push of plate and continuous push. As the load was increased linearly from the weight of inspector, the size of load was indicated as the load ratio. In case of instantaneous force, about 1.18 times the weight of pushing personnel was acted as a load. In case of continuous push, about 0.80 times the weight of pushing personnel was acted as a load.

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