技術研究報告第26号

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2 1) 2) 3) 250Hz 500Hz RESEARCH ON THE PHYSICAL VOLUME OF THE DYNAMIC VIBRATION RESPONSE AND THE REDUCTION OF THE FLOOR IMPACT SOUND LEVEL IN FLOORS OF RESIDENTIAL HOUSING Hideo WATANABE *1 This study was conducted in order to exhibit the appropriate floor finishing structures. First, the measurement of the dynamic vibration response characteristics and the sensuous estimation test for evaluating a sense of walking were both conducted by using the floor finishing structures in the residential houses. Then clarified the relation between the reduction of the light-weight floor impact sound, and either the dynamic vibration response physical volume or the sensuous evaluation volume. After that, the method was examined for estimating the reduction of the light-weight floor impact sound from the dynamic vibration response physical volume. At the same time, the floor in the residential house was evaluated from both of the reduction of the light-weight floor impact sound and the sensuous evaluation volume. The experimental results are as follows: 1) The regression equations were determined after comparatively well corresponding results were obtained from the reduction of the light-weight floor impact sound and the dynamic vibration response physical volume such as the dynamic displacement volume, the dynamic spring constant, the impact frequency, and the impact Impedance level. Then, using these equations, it was indicated that there was a possibility to estimate the reduction of the light-weight floor impact sound. 2) The relation between the dynamic vibration response characteristics and the sensuous estimation was made clarified and appropriate physical volume corresponding to the desirability in the floor finishing structure in the residential house were indicated. 3) The relation between the reduction of the light-weight floor impact sound and the sensuous evaluation volume was made clalified and was showed that the sensuous changes correspond most to the frequency at 250Hz and 500Hz. *1 *1 Technical Research Institute

3 Hz N/cm *1

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5 60-9

6 N/m N/m N/m N/m N/m

7 -12 P1 P2 P3 P1 P2 P3P4 P5 P1 P2 P3 55mm P1' P2' P3' kg 0.5kg 4cm 80Hz 31 (N-1 N-6) B-1 B-4 H-1 H-2 F-1 F-9 L F-2 (T-1 T-5) T-1 10mm (C-1 C- 5) 8mm N P N N 300N

8 0 200N N 0 700N N N 0 700N N/m H N/m N/m N/m N-2 N N N 0 200N N/m 300N 700N N T-4 T-3 T msec 10 5 N/m C-1 C N/m C-4 C mm 4 8msec -15

9 T-1 T-3 T- 5 2msec N-1 N-3 N-4 N-6 ( t) (fn 1/(2 t)) -5 30Hz 63Hz 1/1 125Hz 250Hz ( 0.7 ) 2 1mm

10 N mm 25mm mm mm 300mm150mm -22 j( - k/ ) (rad/sec) (kg) k (N/m) fn -6dB/oct +6dB/oct Hz

11 30 60Hz 125Hz -6dB/oct 10Hz 0 700N 200Hz 125Hz B-1 B-4 20Hz 30Hz 63Hz H-1 150Hz 125Hz 250Hz T-2 T-4-6dB/ oct T-1 250Hz (T-3,T-5) (T1 T2 T4) -6dB/oct

12 26 10 SD SD % 3,600mm 1,800mm

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15 Hz mm 31.5Hz N/m F-4 F-5 F- 6 LL LL N/m N/m

16 30mm 40mm 34mm 45mm 303mm 12mm 12mm 15mm 15mm 140mm 81.7m mm JIS A 1440 (RION NA-27) 63Hz 4KHz 15 Leq -34 LL-40 LL Hz 250Hz LL LL-50 LL Hz LL dBLL-50 10dB LL dB F-2 1KHz 5dB 125Hz 500Hz T-1 63Hz 250Hz 500Hz 10dB C-2 10mm 125Hz 250Hz

17 dB/oct -9dB/oct n fn (f) (f/fn) 63Hz 125Hz 10dB 250Hz 20dB Hz 500Hz 12dB/oct 15dB/oct f/fn dB dB f/fn dB 10dB/oct

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19 Hz

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