• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2004년도 학술.기술논문발표회
• /
• pp.5-10
• /
• 2004

Apartment Buildings have particularity to cluster together, especially, floor is close to resident, it is subject to dissatisfaction about impact noise between up and down floors. However, we require standard for counterplan to reduce the impact noise of floor. In point of fact, it difficult to objective evaluate for performance sound insulation that not physical sound volume but orignal form, means and effect of sound caused to complex noise in apartment house. Unique type of dwelling and structure pattern cause to noise of floor impact which is established by law for standard regulation. It is object to analysis and compare the result of performance sound insulation of upper floor impact and sample construct the subject resilient material of sound insulator

• 한국농공학회논문집
• /
• 제52권2호
• /
• pp.51-57
• /
• 2010

Many models have been used to represent the effects of confining stress, bulk stress, and shear stress on the value of the resilient modulus (Mr). This study was conducted to estimate Mr of the recycled materials such as recycled concrete aggregate (RCA) and recycled asphalt pavement (RAP) through the repeated load cyclic test. Also, two models were applied to estimation of Mr for comparing between measured Mr values and predicted Mr values. The first model (A-model) can provide a quick and easy estimation of the Mr based on the bulk stress, while the second model (N-model) includes not only the bulk stress but also the shear stress. Statistical analysis indicated that all results using the both of models are significant at a 95 % confidence level. Therefore, the both of models could be used as an effective prediction model of Mr for RCA and RAP. Especially, the Model 2 including the parameters of the bulk stress and the shear stress could give more reliable estimation at the high range of Mr values.

• 한국소음진동공학회논문집
• /
• 제19권2호
• /
• pp.184-191
• /
• 2009

This study examined small-size specimen's effectiveness that is used to evaluate floor impact sound performance. Floor impact sound level of small-size specimen is higher than full-size. This is due to excessive impact power of Bang machine. Impact hammer that has small impact power relatively can solve this problem. But, according to the size of specimen, mode shape and frequency that influence to structural borne sound is changed. Slab mode of full-size specimen was changed to frequency design of resilient materials. But in case of small-size specimen, there is no change of vibration mode by resilient materials change, Vibration mode of small-size specimen is the same. Therefore, it is not proper that use small-size specimen in floor impact sound estimation.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2005년도 추계학술대회논문집
• /
• pp.942-945
• /
• 2005

The purpose of this study is to suggest a fundamental data for change of dynamic properties according to the loading time of resilient materials. 18 kinds of resilient materials included 4 representative types were measured at the load time of 24hours and 2hours by the method of Korea standard (KS F 2868) measuring the dynamic stiffness and the loss factor of materials under floating floors. As a result, the dynamic stiffness was increased rapidly in case of expandable polystyrene and rubber materials according to the load time, especially before 2 hours. The loss factor was represented that rubber materials with high elasticity are high, and expandable polystyrene, polyester, poly ethylene materials with low elasticity are low.

• 한국지반공학회지:지반
• /
• 제7권1호
• /
• pp.15-32
• /
• 1991

최근 선진각국은 회복탄성계수를 적용한 포장 설계.해석법의 적용을 확대해 나가고 있다. 특히, 1986년 AASHTO도로 포장구조설계지침의 변경이후 다양한 포장재료에 대한 합리적 인 시험 방법의 정립 및 Mn특성규명에 대한 연구들이 활발히 수행되고 있다. 따라서 본 연구에서는 가까운시일내 에 우리나라에서도 MR적용포장설계, 해석법의 적용이 불가피함을 고려하여, 이에 필요한 가장 기 본 적인 내용이라 할 수 있는국내 여건에 적합한 노상토의 Mr시험 방법의 정립, 국내 노상토의 Mr특성 및 MR-CBR상관관계에 대해서 논의하였다.

• 한국음향학회지
• /
• 제43권1호
• /
• pp.60-71
• /
• 2024

본 연구는 일반적인 평평한 에틸렌 비닐 아세테이트(Ethylen Vinyl Acetate, EVA) 완충재의 형상을 변화시켜 다양한 차음소재와 조합하여 복합구조의 바닥충격음 변화를 조사하는 데에 목적이 있다. 바닥충격음 저감에 효과적인 완충재를 선정하기 위해 Flat, Deck, Cavity type의 EVA, EPS, PET 흡음재, PP판넬, 고무발판 등 다양한 완충재를 조합하여 뱅머신을 이용한 1차 실험을 진행하였다. 1차 실험 데이터에 대해 통계분석한 결과 완충재 두께가 40 mm에 가까울수록 바닥충격음 저감효과가 증가하였으며 PET 흡음재, PP시트, 고무발판 등을 조합한 복합완충재에서 바닥충격음 효과가 증가하는 것을 알 수 있었다. 이에따라 2차 실험에서 모든 복합완충재의 두께는 40 mm로 통일하였으며, 1차 실험에 사용된 Flat, Deck, Cavity type 및 EVA를 발판형태로 가공한 Mount type 등 4가지 형태의 복합완충재를 설계하였다. 또한, Mount type을 제외한 3가지 기본 형태에서 각각 PET 흡음재(7 mm)를 추가했을 시 바닥충격음 변화를 살펴보았으며, Mount type의 경우 EVA발판 개수에 따른 바닥충격음 변화에 대해 고무공 충격원을 이용한 2차 실험을 진행하였다. 모든 실험은 공인인증시험기관의 목업실험실에서 진행하였다. 실험 결과, 기본형태의 Flat, Deck, Cavity type에서 PET를 추가할 경우 통계적으로 경량 5 dB ~ 9 dB, 중량 1 dB ~ 5 dB의 저감효과가 나타난 것을 알 수 있었다. 특히, Mount type의 경우 발판 수가 36개 이상일 때 경량 및 중량충격음에서 우수한 것으로 나타났다. 또한, 4가지 기본형태에 따라 동탄성계수가 높아질수록 바닥충격음의 저감이 증가하는 것으로 나타났다.

• The Journal of Advanced Prosthodontics
• /
• 제6권2호
• /
• pp.121-125
• /
• 2014

PURPOSE. The purpose of this study was to investigate the bonding properties of denture bases to silicone-based soft denture liners immersed in isobutyl methacrylate (iBMA) and 2-hydroxyethyl methacrylate (HEMA) for various lengths of time. MATERIALS AND METHODS. Polymethyl methacrylate (PMMA) test specimens were fabricated (75 mm in length, 12 mm in diameter at the thickest section, and 7 mm at the thinnest section) and then randomly assigned to five groups (n=15); untreated (Group 1), resilient liner immersed in iBMA for 1 minute (Group 2), resilient liner immersed in iBMA for 3 minutes (Group 3), resilient liner immersed in HEMA for 1 minute (Group 4), and resilient liner immersed in HEMA for 3 minutes (Group 5). The resilient liner specimens were processed between 2 PMMA blocks. Bonding strength of the liners to PMMA was compared by tensile test with a universal testing machine at a crosshead speed of 5 mm/min. Data were evaluated by 1-way ANOVA and post hoc Tukey-Kramer multiple comparisons tests (${\alpha}$=0.05). RESULTS. The highest mean value of force was observed in Group 3 specimens. The differences between groups were statistically significant (P<.05), except between Group 1 and Group 4 (P=.063). CONCLUSION. Immersion of silicone-based soft denture liners in iBMA for 3 minutes doubled the tensile bond strength between the silicone soft liner and PMMA denture base materials compared to the control group.

• The Journal of Advanced Prosthodontics
• /
• 제8권4호
• /
• pp.290-295
• /
• 2016

PURPOSE. The aim of this study was to evaluate the effect of paracetic acid (PAA) and ozone disinfection on the tensile bond strength (TBS) of silicone-based resilient liners to acrylic resins. MATERIALS AND METHODS. One hundred and twenty dumbbell shaped heat-polymerized acrylic resins were prepared. From the mid segment of the specimens, 3 mm of acrylic were grinded off and separated parts were reattached by resilient liners. The specimens were divided into 2 control (control1, control7) and 4 test groups of PAA and ozone disinfection (PAA1, PAA7, ozone1 and ozone7; n=10). While control groups were immersed in distilled water for 10 min (control1) and 7 days (control7), test groups were subjected to PAA (16 g/L) or ozone rich water (4 mg/L) for 1 cycle (10 min for PAA and 60 min for ozone) per day for 7 days prior to tensile tests. Measurements of the TBS were analyzed using 3-way ANOVA and Tukey's HSD test. RESULTS. Adhesive strength of Mollosil decreased significantly by application of ozone disinfection. PAA disinfection had no negative effect on the TBS values of Mollosil and Molloplast B to acrylic resin. Single application of ozone disinfection did not have any negative effect on TBS values of Molloplast B, but prolonged exposure to ozone decreased its adhesive strength. CONCLUSION. The adhesion of resilient liners to acrylic was not adversely affected by PAA disinfection. Immersion in ozonated water significantly decreased TBS of Mollosil. Prolonged exposure to ozone negatively affects adhesion of Molloplast B to denture base materials.

• 한국음향학회지
• /
• 제42권2호
• /
• pp.161-167
• /
• 2023

최근 바닥충격음 사후 성능검사 제도의 시행에 따라 공동주택 바닥 슬래브 상부에 설치되는 바닥 마감재에 대한 바닥충격음 성능 개선의 요구사항은 증가하고 있다. 하지만 현재의 KS F ISO 717-2 및 KS F 2863에서의 바닥 마감재 성능 평가방법은 완충층이 설치되지 않은 조건에서 저감량을 측정하는 것으로 되어 있다. 준공 전 성능측정 의무화로 인해 본인이 거주하는 공동주택 바닥충격음 성능의 확인이 가능한 상황에서 입주민이 거주하는 공동주택의 특성을 반영하는 온돌층이 설치된 구조에서의 성능평가는 마감재의 바닥충격음 성능에서 더 필요한 부분일 것이다. 따라서 본 논문에서는 바닥슬래브 상부 마감구조의 저감량 평가를 위해서 완충층 조건을 포함한 저감성능 평가를 제안하고, 완충층 성능에 따른 저감량의 차이를 확인할 수 있도록 마감재가 설치되지 않은 상태의 바닥충격음 성능을 동시에 표시하는 것을 제안한다.

• The Journal of Advanced Prosthodontics
• /
• 제3권1호
• /
• pp.16-19
• /
• 2011

PURPOSE. Purpose of this study was to evaluate effect of two surface treatments, sandblasting and monomer treatment, on tensile bond strength between two long term resilient liners and poly (methyl methacrylate) denture base resin. MATERIALS AND METHODS. Two resilient liners Super-Soft and Molloplast-B were selected. Sixty acrylic resin (Trevalon) specimens with cross sectional area of $10{\times}10$ mm were prepared and divided into two groups of 30 specimens each. Each group was surface treated (n = 10) by sandblasting (250 ${\mu}$ alumina particles), monomer treatment (for 180 sec) and control (no surface treatment). Resilient liners were processed between 2 poly(methyl methacrylate) surfaces, in the dimensions of $10{\times}10{\times}3$ mm. Tensile strength was determined with Instron Universal testing machine, at a crosshead speed of 5 mm/min; and the modes of failure (adhesive, cohesive or mixed) were recorded. The data were analyzed using one-way ANOVA, followed by Tukey HSD test (${\alpha}$= 0.05). RESULTS. Monomer pretreatment of acrylic resin produced significantly higher bond strengths when compared to sandblasting and control for both resilient liners (P < .001). Sandblasting significantly decreased the bond strength for both the liners when compared to monomer pretreatment and control (P < .001). Mean bond strength of Super-Soft lined specimens was significantly higher than Molloplast-B in various surface treatment groups (P < .05). CONCLUSION. Surface pretreatment of the acrylic resin with monomer prior to resilient liner application is an effective method to increase bond strength between the base and soft liner. Sandblasting, on the contrary, is not recommended as it weakens the bond between the two.