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NUMERICAL ESTIMATION AND CONTROL OF HEAVY WEIGHT FLOOR IMPACT NOISE

机译:重量楼层冲击噪声的数值估计与控制

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Previous experimental results performed by many researchers for a couple of decades in South Korea have shown that an absorbing sheet inserted in a conventional floating slab system for thermal insulation or vibration absorption may amplify the vibration of the slab system at specific frequency ranges depending on the material properties of the sheet. The amplified vibration, consequently, results in the heavy weight floor impact noise exceeding the sound level limit for an residential building, 50dB. In this study, the amplification mechanism is examined through numerical analysis and a new slab system is proposed to reduce the amplification and control the noise. The new slab system consists of studs connecting the base slab and upper concrete finishing that increase dramatically the stiffness of the slab. The numerical simulation is performed to investigate the effect of the slab system with studs on the vibration and noise control. The results show that the performance of the slab is sensitive to the number and location of studs, and the heavy weight floor impact noise can be reduced up to 6-7dB compared to the conventional slab system at the optimal stud location.
机译:许多研究人员在韩国几十年进行的以前进行的实验结果表明,在传统的浮动板系统中插入用于绝热或振动吸收的吸收片可以根据材料放大在特定频率范围内的板式系统的振动表格的属性。因此,扩增的振动导致重量底部冲击噪声超过住宅建筑物,50dB的声音水平限制。在该研究中,通过数值分析检查放大机制,提出了一种新的板条系统以减少放大并控制噪声。新的板条系统由连接基板和上部混凝土精加工的螺柱组成,这些螺柱略微增加板坯的刚度。执行数值模拟,以研究板式系统与振动控制的影响。结果表明,板坯的性能对螺柱的数量和位置敏感,与最佳螺柱位置的传统板系统相比,重量底部冲击噪声可以减少到6-7dB。

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