• Computers and Concrete
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• 제20권6호
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• pp.689-704
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• 2017

The paper presents experimental and numerical investigations of prefabricated composite structural building reinforced concrete slabs with the insulating material for a residential building construction. The building slabs were composed of concrete and expanded polystyrene. In experiments, the slabs in the full-scale 1:1 were subjected to vertical concentrated loads and failed along a diagonal shear crack. The experiments were numerically evaluated using the finite element method based on two different constitutive continuum models for concrete. First, an elasto-plastic model with the Drucker-Prager criterion defined in compression and with the Rankine criterion defined in tension was used. Second, a coupled elasto-plastic-damage formulation based on the strain equivalence hypothesis was used. In order to describe strain localization in concrete, both models were enhanced in the softening regime by a characteristic length of micro-structure by means of a non-local theory. Attention was paid to the formation of critical diagonal shear crack which was a failure precursor.

• 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.

• 기술사
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• 제27권5호
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• pp.39-45
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• 1994

스치로폴은 발포폴리스티렌(EPS : Expanded Poly-Styrene)을 말하며, 이것은 스티렌모노머(Stone Monomer)를 중합하여 만든 플리스티렌과 여기에 첨가한 발포제가 주원료로 되어 있다. 폴리스티렌은 1930년대에 미국과 독일에서 공업화되었고 스치로폴은 1943년 초에 미국에서 공업화가 이루어져 건물의 단열재, 물품포장재 등으로 이용되어 왔다. 1972년에는 노르웨이에서 연약지반상 교량의 접속도로 보수공사에 처음 스치로폴 성토공법이 이용되어 교대의 측방유동 방지대책으로 성공을 거둠에 따라 연약지반상의 경량성 토재 및 토압을 받는 옹벽, 교대 등 구조물의 경량 뒷채움재로서 각광을 받게 되었다. 한편 우리나라에서는 1994. 6월에 한국지반 공학회 주최로 개최된 "발포폴리스티렌(EPS) 이용 성토공법 국제심포지엄"에서 양산-구포간 고속도로성토(L=70m) 및 서해안고속도로의 교대 뒷채움에 스치로폴 경량성토재가 이용된 문헌이 발표된 바 있으며, 시중에서 단열재용으로 판매되고 있는 스티로폴 평판의 규격은 표 1과 같다. 스치로폴은 그 가격이 비싼 편이지만 단위중량(20-40kgf/m$^3$)이 흑의 50/1-100/1 밖에 안되는 초경량재로서 강도, 내구성 및 시공성이 우수한 성토용 신재료이기 때문에 연약지반상에서 구조물 시공시 지반의 과대한 침하, 측방유동 및 사면활동 등이 생길 경우 도로성 토재 또는 교대, 옹벽 등 구조물의 뒷채움재로서 스치로폴을 사용하면 이를 방지할 수 있으므로 매우 효과적인 토목자재라 할 수 있다. 따라서 본고에서는 지금까지의 연구결과, 시험시공 및 시공실적 등을 토대로 발표된 참고문헌을 중심으로 연약지반상 스치로폴 성토공법의 설계방법에 대하여 간단히 소개하고자 한다. 소개하고자 한다.

• 한국지반공학회지:지반
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• 제12권2호
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• pp.59-70
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• 1996

도로성토 하중저감공법중의 하나인 EPS공법은 초 경량재(20~30kg/m3)로서 연약지반상에 성토재로 사용하여 지반의 유효응력 증가분을 최소화함으로써 지지력과 침하에 대한 안정성을 쉽게 확보할 수 있고, 옹벽.교대등의 구조물 뒤채움재나 응급 복구용 채움재로 활용할 경우 토압 경감효과를 기대할 수 있다. 그러나 아직까지 국내에서는 공학적 성토 재료로서 활용하기 위한 물성 시험 방법이 정확히 확립되어 있지 않고 보온 재료로서의 시험 방법 및 품질 규정만이 KS에 규정되어 있다. 그로 인해 생산되는 EPS의 체계적인 토질공학적 시험 데이터 없이 성토 재료로 사용하고 있는 실정이다.따라서 본 연구에서는 공학적 재료로 활용하기 위해 필요한 강도특성, 변형특성, 흡수특성, 크리프특성 등에 대해 시험을 통하여 공학적 특성을 규명하였고, 보다 적합한 품질 규정의 제정 필요성과 일축압축강도에 의한 설계기준강도를 제안하였다.

• 한국포장학회지
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• 제28권1호
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• pp.67-73
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• 2022

The food cold chain refers to a technology and distribution supply chain applied to maintain a constant temperature suitable for the product from production (harvest) to delivery to consumers. In particular, in Korea, the insulation material used in the food cold chain is mostly EPS (Expanded Polystyrene), which is used as a transport container for various food cold chains. However, according to the government's eco-friendly policy, companies charge environmental contributions to the use of EPS, but due to its low price and convenience of handling, it is still used as a container for delivering food. In this study, in order to measure the domestic delivery environment of general refrigerated foods, changes in impact, temperature, and humidity during transport of the EPS packaging system containing foods and ice pack refrigerants were measured. As a result, there were 2?3 sections in which a high impact force of 40 G or more was generated during transport. This can cause damage to the product and EPS container. The difference in temperature and humidity changes by parcel transport routes is more than 30%, so it is necessary to present accurate standards for the domestic cold chain distribution environment. As a result of microbial experiments. the transportation period had a dominant effect on the increase in total viable count and E. coli count.

• 한국공간구조학회논문집
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• 제17권4호
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• pp.167-174
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• 2017

The F3D(Free-Form Formwork 3D Printer) technology that manufactures EPS(Expanded Polystyrene) formworks for irregular-shaped concrete structures by 3D printers was developed to reduce the cost and time. Because of weak strength and low elastic modulus of the EPS, structural performance including lateral pressure by fresh concrete of the formwork that consisted of EPS should be investigated. In order to calculate lateral pressures acting on formwork, several variables including sizes, shapes of formwork, tangential force(fricition) between fresh concrete and formwork, and material properties of fresh concrete should be considered. However, current regulations have not considered the properties of concrete, only focused on vertical formwork. Galleo introduced 3-dimensional finite element analysis models to calculate lateral pressure on formwork. Thus, proposed finite element analysis model based on previous studies were verified for vertical formwork and irregular-shaped formwork. The test results were compared with those by FEM analysis. As a result, the test agrees well with the analysis.

• 한국산업융합학회 논문집
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• 제23권1호
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• pp.83-91
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• 2020

The evaluation of the compression behavior of the cushioning material is of importance to achieve appropriate packaging design. In order to change packaging design from polymeric-based to more eco-friendly cellulose-based nire effectively, comparative study on the compression behavior between these two packaging materials is crucial. In this study, the stress-strain behavior, hysteresis loss, and response characteristics for cyclic loading were analyzed through compression tests on multi-layered corrugated structure (MLCS) and expanded polystyrene (EPS) packaging materials. MLCS produced in Korea is produced by winding a certain number of single-faced corrugated paperboard, and the compression behavior of this material was turned out to be 6 stages: elastic stage, first buckling stage, sub-buckling stage, densification stage, last buckling stage and high densification stage. On the other hand, EPS's compression behavior was in 3 stages: linear elastic stage, collapse plateau, and densification stage. The strain energy per unit volume (strain energy density) of MLCS did not differ depending on the material thickness, but it showed a clear difference depending on the raw material and flute type. Hysteresis loss of MLCS ranged from 0.90 to 0.93, and there were no significant differences in the raw material and flute type. These values were about 5 to 20% greater than the hysteresis of the EPS (about 0.78 to 0.87).

• 한국결정성장학회지
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• 제29권3호
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• pp.132-139
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• 2019

EPS 단열재는 우수한 단열성능과 경제성, 초경량 등의 장점으로 각광받고 있는 건축재이다. 하지만 EPS 단열재는 가연성 물질로서 화재 시 연소되기 쉽고, 유해가스를 방출시킴으로써 대규모 인명피해를 유발 시킬 수 있다. 따라서 본 논문에서는 산업부산물인 IGCC fused slag 및 Si sludge를 활용하여 초경량 지오폴리머를 제작하고, EPS 단열재의 대체 가능성에 대해 확인하고자 하였다. 그 결과, 조분쇄 상태의 탄소 함량이 적은 IGCC fused slag를 이용하였을 경우 0.04 MPa, $0.064g/cm^3$의 압축강도 및 밀도를 갖는 초경량 지오폴리머를 제작할 수 있었고, 이때의 열전도율은 0.072 W/mK을 나타내었다. 이는 KS M 3808에서 제시하는 EPS 열전도율 값의 1.5~2배 정도의 높은 물성이지만 시중에서 판매하는 EPS 단열재와 큰 차이가 없으며 보통 매립되는 산업 부산물을 재활용한다는 점과 세라믹 재료 특성상 화재시에도 고온에서 버틸 수 있다는 큰 장점이 있기 때문에 화재시 쉽게 발화되어 다량의 유독가스를 방출시키는 EPS 단열재의 단점을 해결할 수 있는 차세대 단열재로서의 가능성은 충분하다고 판단되었다.

• Computers and Concrete
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• 제29권2호
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• pp.107-115
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• 2022

With the improvements in computer technologies, utilization of image processing techniques has increased in many areas (such as medicine, defence industry, other industries etc.) Many different image processing techniques are used for surface analysis, detection of manufacturing defects, and determination of physical and mechanical characteristics of composite materials. In this study, cementitious composites were obtained by addition of Grounded Granulated Blast-Furnace Slag (GGBFS), Styrene Butadiene polymer (SBR), and Grounded Granulated Blast-Furnace Slag and Styrene Butadiene polymer together (GGBFS+SBR). Expanded Polystyrene (EPS) beads were added to these cementitious composites in different ratios (20%, 40% and 60%). The mechanical and physical characteristics of the composites were determined, and homogeneity indexes of the composites were determined by image processing techniques to determine EPS distribution forms in them. Physical and mechanical characteristics of the produced samples were obtained by applying consistency, density, water absorption, compressive strength (7 and 28 days), flexural strength (7 and 28 days) and tensile splitting strength (7 and 28 days) tests on them. Also, visual examination by using digital microscope, and image analysis by using image processing techniques with open source coded ImageJ program were performed. As a result of the study, it is determined that GGBFS and SBR addition strengthens the adhesion sites formed as it increases the adhesion power of the mixture and helps to get rid of the segregation problem caused by EPS. As a result of the image processing analysis it is demonstrated that GGBFS and SBR addition has positive contribution on homogeneity index.

• 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.