• 한국소음진동공학회논문집
• /
• 제19권10호
• /
• pp.1062-1068
• /
• 2009

In this study, the impact force levels of bang machine and impact ball were measured, then the heavy-weight impact sounds generated by the bang machine and impact ball were investigated. It was found that the heavy-weight impact sources generated through modal excitation, and the impact force of the impact ball was similar to that of real impact source. The heavy-weight impact sounds were also measured in the real apartments with different slab thickness and floor structures. The results showed that the floor impact sound levels in terms of $L_{iFmax,AW}$, generated by impact ball sounds were reduced by using the resilient isolators. The frequency characteristics of heavy-weight impact sounds at 125 and 250 Hz were consistent with the characteristics of impact force spectrum. However, the difference between the impact sounds and the impact forces were found at 63 and 500 Hz due to the resonance of the floor structure and flanking noise, respectively.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2006년도 춘계학술대회논문집
• /
• pp.1317-1320
• /
• 2006

This study compared the floor impact sound level of rectangular receiving room type to differed receiving room types to analyze effect of room mode. The floor impact sound level of master room were higher than the level of living room which resulted from room mode. The result showed that the level of low frequency bandwidth in the location varied with receiving room types were lower than general measuring point of rectangular receiving room.

• Elastomers and Composites
• /
• 제49권2호
• /
• pp.95-102
• /
• 2014

최근 공동주택의 층간 소음으로 인하여 사회적 문제가 크게 대두되고 있다. 본 연구에서는 소음 차단 성능을 향상시키기 위해 바닥 진동 제어 시스템에 적용되어질 방진고무를 제조하였다. 다양한 유형의 고무 중 우수한 노화특성, 낮은 반발탄성 및 높은 댐핑특성의 성질은 갖는 부틸 고무를 방진고무의 원료 고무로 선정하였다. 그리고 부틸 컴파운드에 첨가되는 카본블랙의 유형과 함량에 따른 방진고무의 물성을 확인하였다. 표면적이 큰 카본블랙을 사용하거나 함량이 증가할수록 고무와 카본블랙간의 결합고무의 함량이 증가하여 높은 기계적 물성, 낮은 반발탄성과 높은 댐핑특성을 나타내었다. 연구 결과를 토대로 최적의 카본블랙 종류와 함량을 결정하고 방진고무를 제조한 뒤 바닥진동제어 시스템에 적용하였다. 바닥충격음을 측정한 결과 경량충격음 40 dB, 중량충격음 43 dB을 나타내어 소음차단 성능이 우수한 것을 확인할 수 있었다.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2006년도 추계학술대회논문집
• /
• pp.626-630
• /
• 2006

This study investigates the effects of Interaural Cross-correlation(IACC) and its variation on annoyance of the heavy-weight impact sounds. Subjects evaluated the annoyance of the heavy-weight floor impact sounds recorded in rooms of apartments which have different sound insulation treatments; furnished and occupied conditions are characterized by the ACF/IACF factors. A paired comparison test was conducted using the impact sound sources whose IACC and variation of IACC values were different. It was found that IACC is inversely correlated with the scale value(r=-0.62) whereas the variation of IACC is not(r=-0.34). On the contrary, ${\Phi}(0)$ is highly correlated with scale value of annoyance and ${\Phi}(0)$ is need to be controlled as constant to find the effect of IACC on annoyance.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2005년도 추계학술대회논문집
• /
• pp.946-949
• /
• 2005

In this paper, influence factors on dynamic properties of floor impact noise insulation materials are suggested. For this purpose measurements on the dynamic stiffness and the loss factor of resilient materials are carried out by Korea standard (KS F 2868) according to the change of density, thickness, design pattern, and composition of materials. As a result the values of dynamic stiffness was decreased at high density and thick thickness, and that of loss factor was increased at low density. For dynamic properties, the pattern of lattice and waffle type material is better than that of plat type, and the mixed composition of materials is better than the composition of double layer materials at same thickness.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2009년도 춘계학술대회 논문집
• /
• pp.147-148
• /
• 2009

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2023년도 가을학술발표대회논문집
• /
• pp.227-228
• /
• 2023

A floating floor generally consists of mortar bed separated from the structural RC slab by a continuous resilient layer. It is known that the floating floors are a type of vibration-isolation system to improve the impact sound insulation performance. However, some researchers have demonstrated that the amplification of vibration response at a specific range of frequencies results in an increase in the impact sound level. This study carried out the forced vibration tests to obtain the frequency response function (FRF) of a floating floor compared with a bare RC slab. Test results shows that the additional peak occur in vibrational spectrum of the floating floor except natural vibration modes of the bare RC slab. This is because the relatively flexible resilient material and mass of the mortar bed offer an additional degree of freedom in the structural system. Therefore, it could be efficient for reduction of floor impact vibration and noise to control the additional mode frequency and response of floating floors.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2006년도 추계학술대회논문집
• /
• pp.612-615
• /
• 2006

In this study, we compared and analyzed the floor impact noise insulation performance produced by the rating methods. The rating methods are using reversed A-weighting curve, A-weighted sound pressure levels(dB(A)). The results of this study are(1)dB(A) by the specified frequency is 0.5dB(A) at light weight and 2.5dB(A) at heavy weight upper than all pass dB(A)(2)the rating using reversed A-weighting curve is 5dB lower than dB(A)(3)the number of rating using reversed A-weighting curve mainly depends on impact noise pressure level of 63Hz in heavy weight but dB(A) does not.

• 한국구조물진단유지관리공학회 논문집
• /
• 제19권1호
• /
• pp.53-61
• /
• 2015

이 연구에서는 층간소음을 억제하기 위하여 사용되는 뜬바닥구조의 구조거동을 실험을 통하여 평가하였다. 최근 층간소음을 억제하기 위하여 연질의 완충재가 사용되며, 이로 인하여 마감모르타르나 기포콘크리트에 균열이 발생할 가능성이 높아지고 있다. 이 연구에서는 완충재의 강성, 하중가력 위치, 바닥 구성층을 변수로 하는 16개의 2방향 뜬바닥구조를 실험하였다. 실험에 의하면 완충재의 강성은 뜬바닥구조의 균열강도에 큰 영향을 미치며 완충재의 할선계수가 0.2MPa인 경우에 낮은 강도에서 균열이 발생하였다. 또한 슬래브의 단부나 모서리에 하중이 가력될 경우에 균열강도가 감소하였다. 뜬바닥구조를 이루고 있는 마감모르타르는 균열강도에 영향을 주었지만 기포콘크리트는 균열강도에 영향을 주지 않았다.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2004년도 추계학술대회논문집
• /
• pp.980-983
• /
• 2004