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A study to reduce heavy-weight floor impact noise in apartment building using stiffness reinforcement method on concrete slab

机译:用刚度加固法在混凝土板上减少公寓大楼重型楼层冲击噪声的研究

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The floor impact noise radiated from upstairs has been great annoyance among occupants in Korean apartments. Since Korea government made the law of floor impact noise limits, a lot of studies have been carried out to develop applicable floor structures that can reduce heavy-weight floor impact noise effectively. The purpose of this study is to show possibility that can reduce heavy-weight floor impact noise radiated from shallow concrete slab of 135mm thickness increasing dynamic stiffness of slab. In this study, numerical analysis was carried out to predict change of dynamic characteristics of concrete slab by stiffness reinforcement methods, and a method using H-beam was selected for an experiment. Modal test was performed to measure dynamic characteristics of slab and to verity change of it after stiffness reinforcement. It was clear that dynamic stiffness as well as natural frequency increases by stiffness reinforcement of slab. Heavy-weight floor impact noise was measured in a receiver room below concrete slab of 135mm thickness and it was found that has a strong relation with vibration mode of slab. It was measured that heavy-weight floor impact noise decreases 2dB after stiffness reinforcement of slab.
机译:楼上辐射的地板冲击噪声在韩国公寓的乘客之间存在着巨大的烦恼。由于韩国政府造成了地板影响噪声限制,因此已经开发了许多研究,以开发适用的地板结构,可以有效地减少重型地板冲击噪声。本研究的目的是表明可以减少从浅混凝土板辐射的重量底部冲击噪声的可能性,从而增加了135mm厚度的厚度较大的板坯的动态刚度。在该研究中,进行了数值分析,以预测刚度增强方法的混凝土板的动态特性变化,并选择了使用H梁的方法进行实验。进行模态试验以测量板坯的动态特性和刚度加固后的验证变化。显然,通过板坯的刚度加固,动态刚度以及固有频率增加。重量底部冲击噪声在135mm的混凝土板下方的接收器室中测量,发现与板坯的振动模式有很强的关系。测量,在板坯刚度加固后重量底部冲击噪声降低2dB。

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