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Evaluation of Cracking Strength of Floating Floor System

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한국구조물진단유지관리공학회 논문집 (Journal of The Korea Institute for Structural Maintenance and Inspection)
한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

This paper reports the test results of the floating floor system used to reduce the floor noise of apartment buildings. Recently, many soft resilient materials placing between the reinforced concrete slab and finishing mortar are used. The resilient material should not only reduce the floor impact sound vibration from the floor but also support the load on the floor. Thus, even if soft resilient materials satisfy the maximum limitation of light-weight impact sound and heavy-weight impact sound, these materials may not support the load on the floor. The experimental program involved conducting sixteen sound insulation floating floor specimens. Three main parameters were considered in the experimental investigation: resilient materials, loading location, and layers of floor. Experimental results indicated that the stiffness of resilient material significantly influenced on the structural behavior of floating floor system. In addition, the deflection of the floating concrete floor loaded at the side or coner of the specimen was greater than that of the floor loaded at the center of the specimen. However, the aerated concrete did not effect on the cracking strength of floating floor system.

저자
  • 이정윤(성균관대학교 건축토목공학부 교수) | Jung-Yoon Lee Corresponding author
  • 이범식(LH공사 토지주택원구원 연구위원) | Bum-Sik Lee
  • 전명훈(LH공사 토지주택원구원 건설환경연구실 수석연구원) | Myoung-Hoon Jun
  • 김종문(성균관대학교 글로벌건설엔지니어링학과 석사과정) | Jong-Mun Kim