• 한국산업융합학회 논문집
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• 제4권2호
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• pp.185-191
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• 2001

Diphenylpropylamidophosphate(DPPAP) was synthesized as flame retardant for Expanded Polystyrene(EPS). Structure of DPPAP was investigated by the m, NMR, DSC. We make FR panels with EPS beads which treated with DPPAP and expanded by expand machines. FR panels were used in this study after formation by form machines and then cutting by cutting machines. The following conclusions were obtained: 1. The new synthetic agent was developed without the use of solvent such as pyridine or tertiary amine in the synthesis of DPPAP which served as flame retardant for EPS. 2. The flame retandancy effect of EPS treated with DPPAP was found excellent in LOI tests. 3. The properties of FR EPS panels treated with DPPAP did not difference.

• 한국포장학회지
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• 제15권1호
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• pp.1-6
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• 2009

The impact absorption materials made of synthetic organic chemical product like Expanded Polystyrene(EPS), Expanded Polyethylene(EPE), Expanded Polyurethane(EPU), etc. have been used with general packaging material until the present. But nowadays, the use of these materials is intended to be decreased and to be recycled in connection with environmental pollution. In addition, it has been tried to substitute these materials with non-pollution materials(natural materials) like pulp mould, paper protectors, etc. At the same time, it is required to evaluate and analyze these cushioning materials for cushioning properties based on impact and vibration, in order to make an efficiency on the overall packaging system because they are generally being used by a random choice regardless of the properties of contents and cushioning materials. Therefore, this study provides analyzed data on cushioning properties of various cushioning materials against impact and vibration, and is intended to provide more efficient model for packaging system by minimizing their using amount through choosing an optimal cushioning material as well as intended to lead to the use of nonpollution materials in case these cushioning materials have same cushioning properties.

• 펄프종이기술
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• 제38권2호
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• pp.52-60
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• 2006

Environment-friendly shock-absorbing materials were made of wastepaper such as Korean old corrugated containers(KOCC) and Korean old newsprint (KONP) with a vacuum forming method. The plate-like cushioning materials made of KOCC and KONP respectively by vacuum forming showed superior shock-absorbing properties with lower elastic moduli compared to expanded polystyrene (EPS) and pulp mold. Even though the plate-like materials had many free voids in their fiber structure, their apparent densities (${\approx}0.1g/cm^3$) were a little higher than that of EPS (${\approx}0.03g/cm^3$) and much lower than that of pulp mold(${\approx}0.3g/cm^3$). However, the elastic moduli of the cushioning materials made of wastepaper were much lower than that of EPS or pulp mold. This finding implies that the cushioning materials made of KOCC fibers containing more lignin than KONP show better shock-absorbing properties than KONP. Moreover, the cushioning materials made of KOCC and KONP respectively showed greater porosity than pulp mold. The addition of cationic starch to the cushioning materials contributed to the increase in the elastic modulus to the same level as that of EPS. Furthermore, the deterioration in fiber quality by repeated use of wastepaper played a positive role in improving shock-absorbing ability.

• 유기물자원화
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• 제12권4호
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• pp.95-104
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• 2004

본 연구에서는 가연성 건설폐기물 재활용의 일환으로, 폐발포폴리스티렌의 스티렌 용액에 가교제 및 개시제를 첨가하여 제조한 결합재와, 폐목재 칩을 이용하여, 폐목재-플라스틱 복합패널을 제조하였다. 전열 프레스를 이용하여 다양한 결합재량 및 충전재-결합재 비를 갖는 복합패널 공시체를 제조하였으며, 그 겉보기 밀도, 흡수율, 흡수에 의한 팽창률, 휨강도, 내수성 등에 관한 일련의 실험을 행하였다. 폐목재-플라스틱 복합패널의 겉보기밀도는 결합재량 및 충전재-결합재비의 증가에 따라 증대하며, 그 휨강도 및 습윤 휨강도는, 결합재량 35%, 충전재-결합재비 0.8에 있어서 최대치에 이른다. 흡수율 및 흡수에 의한 두께 팽창률은, 결합재량 및 충전재-결합재비의 증가에 따라 현저하게 감소한다. 결합재량 30%이상의 경우, 충전재-결합재비에 관계없이, 복합패널의 24h 상온 수중($20^{\circ}C$) 침지 및 2h 끓는 물중($100^{\circ}C$)＋1h상온 수중($20^{\circ}C$) 침지에 의한 휨강도의 감소는 거의 발생하지 않으며, 높은 내수성을 발현한다.

• Composites Research
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• 제23권3호
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• pp.64-68
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• 2010

EPS 폼은 충격하중으로부터 전자제품의 파손을 방지하기 위하여 포장재로 많이 사용되는 경량소재이며 밀도, 미세구조, 변형률 속도에 따라 에너지 흡수성능이 달라진다. 본 연구에서는 변형률속도와 밀도의 변화에 대한 EPS 폼의 에너지 흡수성능을 평가하기 위하여 18.5 ~ 37.0kg/m3의 밀도를 갖는 EPS 폼의 압축시험을 수행하였다. 중고속 압축시험을 위하여 낙하방식의 시험기를 개발, 사용하였으며 변형률 속도 0.06/s ~ 60/s에서의 압축시험을 통하여 EPS 폼의 변형률속도 효과를 분석하였다. 시험 결과 변형률 속도가 0.06/s에서 60/s로 증가할 경우 EPS 폼의 강도는 약 1.7배 증가하는 것으로 관찰되었다. 또한 변형률 속도에 따른 소재의 민감도는 변형률이 증가할수록 커지는 것으로 관찰되었다.

• 한국화재소방학회논문지
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• 제18권1호
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• pp.1-6
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• 2004

감용제 limonene을 이용하는 EPS 자원 재활용 공정에 있어서, limonene - EPS 혼합 액체의 저장$.$취급시의 화재위험성 평가에 대한 기초 자료로 제시하고자 혼합물의 농도 및 시료양의 변화에 따른 최저발화온도를 측정하였고, 발화와 비발화 영역을 비교하였다. 발화온도를 예측하는데 있어서 가장 과학적인 원리로서 이용되고 있는 발화 지연 시간, 활성화 에너지 및 발화온도의 관계식을 선형회귀분석을 이용하여 ln t = 0.704/T-5.819로서 제시하였다. 또, 가연성 혼합물의 농도 변화에 따른 발화위험성을 예측하기 위하여 혼합물의 농도와 발화온도의 관계식을 비선형회귀분석을 이용하여 $T_m=248.32+69.27X+172.60X^2$로서 제시하였다. 그 결과, 발화 지연 시간과 발화온도와의 관계식 및 혼합물의 농도와 발화온도와의 관계식에 의해서 limonene - EPS 혼합물의 발화온도의 추정이 가능하게 되었다.

• Geomechanics and Engineering
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• 제13권3호
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• pp.459-474
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• 2017

To investigate the mechanical properties of Expanded Polystyrene (EPS) Beads Stabilized Lightweight Soil (EBSLS), Laboratory studies were conducted. Totally 20 sets of specimens according to the complete test design were prepared and tested with unconfined compressive test and consolidated drained triaxial test. Results showed that dry density of EBSLS ($0.67-1.62g/cm^3$) decreases dramatically with the increase of EPS beads volumetric content, while increase slightly with the increase of cement content. Unconfined compressive strength (10-2580 kPa) increases dramatically in parabolic relationship with the increase of cement content, while decreases with the increase of EPS beads volumetric content in hyperbolic relationship. Cohesion (31.1-257.5 kPa) increases with the increase of cement content because it is mainly caused by the bonding function of hydration products of cement. The more EPS beads volumetric content is, the less dramatically the increase is, which is a result of the cohesion between hydration products of cement and EPS beads is less than that between hydration products of cement and sand particles. Friction angle ($14.92-47.42^{\circ}$) decreases with the increase of EPS beads volumetric content, which is caused by the smoother surfaces of EPS beads than sand grains. The stress strain curves of EBSLS tend to be more softening with the increase of EPS beads content or the decrease of cement content. The shear contraction of EBSLS increases with the increase of $c_e$ or the decrease of $c_c$. The results provided quantitative relationships between physico-mechanical properties of EBSLS and material proportion, and design process for engineering application of EBSLS.

• 한국지반환경공학회 논문집
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• 제12권12호
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• pp.63-70
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• 2011

EPS지오폼은 다양한 강도, 밀도, 그리고 크기로 생산되는 일종의 화학합성물이다. EPS지오폼에 관한 근래의 발전으로 인해서, 그것의 사용은 급격하게 늘어나고있다. 이것은 초경량 재료로서 단위중량이 약 $0.16{\sim}0.47kN/m^3$ 인데, 이것은 채움재의 용도로 가장 대표적인 흙의 단위중량 $6.3{\sim}15.7kN/m^3$와 동일한 내구성을 가진다. 이런 장점에도 불구하고, EPS지오폼에 대한 회복탄성계수 표준측정방법은 보고된 바가 없는 실정이다. 본 연구의 주된 목적은 연성포장의 노반에 적용될 때의 EPS회복탄성계수의 적합성을 연구하는 것이다. 적합성연구는 삼축압축시험의 결과를 토대로 이루어졌으며, 연성포장의 노반재료로써 EPS는 실험결과의 분석과 근본적인 회복탄성의 특성을 비교분석하여 그것의 적합성을 확인해 보았다.

• 한국음향학회지
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• 제40권6호
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• pp.671-677
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• 2021

본 연구의 목적은 마감모르타르의 물결합재비가 공동주택 바닥충격음에 미치는 영향을 조사하는 것이다. 이를 위하여 동일한 동탄성계수를 지닌 Expanded Polystyrene(EPS) 완충재와 52 %, 66 %, 72 % 의 물결합재비를 가진 모르타르를 활용하여 뜬바닥구조를 시공하였으며, 표준실험동에서 바닥충격음을 측정하였다. 실험결과, 경량충격음에 있어서는 물결합재비 52 % 일 때, 밀도가 높은 관계로 경량충격음 전달특성이 높게 나타났다. 마감모르타르의 물결합재비가 높아지면 완충재 상부층 질량이 낮아지고, 이로 인해 뜬바닥구조의 고유진동수가 63 Hz 대역으로 이동하게 되면서 중량충격음의 음압레벨이 높게 나타났다. 이를 통하여 마감모르타르의 물결합재비가 중량충격음에 미치는 특성을 규명하였다.

• Geomechanics and Engineering
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• 제34권5호
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• pp.577-595
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• 2023

A dynamic triaxial discrete element numerical model of lightweight soil was established using the discrete element method to study the microscopic mechanism of expanded polystyrene (EPS) particles in the soil under cyclic loading. The microscopic parameters of the discrete element model of the lightweight soil were calibrated depending on the dynamic triaxial test hysteresis curves. Based on the calibration results, the effects of the EPS particles volume ratio and amplitude on the contact force, displacement field, and velocity field of the lightweight soil under different accumulated strains were studied. The results showed that the hysteresis curves of lightweight soil exhibit nonlinearity, hysteresis, and strain accumulation. The strain accumulated in remolded soil is mainly tensile strain, and that in lightweight soil is mainly compressive strain. As the volume ratio of EPS particles increased, the contact force first increased and then decreased, and the displacement and velocity of the particles increased accordingly. With an increase in amplitude, the dynamic stress of the particle system increased, and the accumulation rate of the dynamic strain of the samples also increased. At 5% compressive strain, the contact force of the particles changed significantly and the number of particles deflected in the direction of velocity also increased considerably. These results indicated that the cemented structure of the lightweight soil began to fail at a compressive strain of 5%. Thus, a compressive strain of 5% is more reasonable than the dynamic strength failure standard of lightweight soil.