폐석과 석분을 사용한 식생 콘크리트의 특성

성찬용,윤준노 한국농공학회 2002 한국농공학회논문집 Vol.44 No.3

This study is performed to evaluate characteristics of plantable concrete using waste stone and stone dust. The test result shows that the void ratio is decreased as the size of waste stone smaller and the content of stone dust increased. The strength of neutralized plantable concrete is decreased by approximately 4~5% than that of the normal plantable concrete. The reduction effect of pH value is achieved by chemical treatment. Also, the plant is grown well with increase of the void ratio and size of waste stone.

폐유리분말과 재생골재를 사용한 포장용 투수성 폴리머 콘크리트의 공학적 성질

성찬용,김태호,Sung, Chan-Yong,Kim, Tae-Ho 한국농공학회 2011 한국농공학회논문집 Vol.53 No.6

This study was performed to evaluate the compressive and flexural strength, void ratio and permeability coefficient used powdered waste glass, $CaCO_3$, recycled coarse aggregate and unsaturated polyester resin to find optimum mix design of permeable polymer concrete for pavement. The compressive and flexural strength of permeable polymer concrete for pavement using powdered waste glass were in the range of 16.8~19.7 MPa and 4.7~6.1 MPa, respectively. it was satisfied the regulation of permeable concrete for pavement (18 MPa and 4.5 MPa). The void ratio and permeability coefficient were decreased with increasing the powdered waste glass, respectively. The void ratio and permeability coefficient were satisfied national regulation of permeable concrete for pavement (8 % and $1{\times}10^{-2}$ cm/s). In addition, this study found out that required amount of binder was decreased with increasing the powdered waste glass. This fact is expected to have economical effects during the use of powdered waste glass in the manufacture of permeable polymer concrete for pavement. Accodingly, the powdered waste glass can be used for permeable concrete material.

굴 패각 분말을 충전재로 활용한 폴리머 콘크리트의 강도 및 내구 특성

성찬용,김영익,Sung, Chan-Yong,Kim, Young-Ik 한국농공학회 2010 한국농공학회논문집 Vol.52 No.6

This study was performed to evaluate the workability, strengths and durability of polymer concrete using oyster shell that are reclaimed at public shore illegally or leaved on the surroundings of shore to prevent the environmental pollution. We investigated the effect of oyster shell powder (OSP) and $CaCO_3$. on the slump, compressive strength, flexural strength, acid sulfuric and freezing and thawing resistance as a filler of polymer concrete. Modified OSP obtained by crushing oyster shell (less than 0.15 mm size) consists of 60.47 wt% of $SiO_2$ and 39.5 wt% of $CaCO_3$. As a result of slump test by OSP and $CaCO_3$. contents, it is found that slump of specimen used OSP is lower than that used $CaCO_3$. and the more OSP contents are, its slump is increased. Compressive and flexural strength of polymer concrete using OSP are similar or slightly lower than that using $CaCO_3$. In acid sulfuric test for 5 % $H_2SO_4$ and freezing thawing test, regardless of kinds of fillers and contents are not found fatal defects in weight change, falling-off in surface and durability factor.

폴리프로필렌 섬유보강 에코콘크리트의 동결융해 특성

성찬용,Sung Chan-Yong 한국농공학회 2006 한국농공학회논문집 Vol.48 No.2

This study is performed to evaluate freezing and thawing properties of polypropylene fiber reinforced eco-concrete using soil, natural coarse aggregate, soil compound and polypropylene fiber. The mass loss ratio is decreased with increasing the content of natural coarse aggregate and soil compound, but it is increased with increasing the content of polypropylene fiber. The ultrasonic pulse velocity, dynamic modulus of elasticity and durability factor are increased with increasing the content of natural coarse aggregate and soil compound, but it is decreased with increasing the content of polypropylene fiber. The mass loss ratio, ultrasonic pulse velocity, dynamic modulus of elasticity and durability factor are $1.49{\sim}3.32%,\;1,870{\sim}2,465\;m/s,\;77X10^2{\sim}225X10^2\;MPa\;and\;84.6{\sim}92.8$ after freezing and thawing 300 cycles, respectively. These eco-concrete can be used for environment-friendly side walk and farm road.

다도해해상국립공원 내 섬 지역의 빛공해 유발 요인 분석

성찬용,Sung, Chan Yong 한국환경생태학회 2022 한국환경생태학회지 Vol.36 No.4

빛공해는 연안 및 섬 지역의 생태계를 교란하는 요인 중 하나이다. 본 연구는 야간 위성영상을 이용하여 다도해해상국립공원 내 섬 지역의 빛공해를 일으키는 요인을 분석하였다. 분석은 다도해해상국립공원 내 섬 중 면적이 10만m² 이상인 101개 섬을 대상으로 하였다. 연구 대상 섬의 빛공해 수준은 2019년 1월과 4월, 8월, 10월 DNB monthly 영상에 기록된 야간 빛방사량으로 측정하였다. 연구 대상 섬의 야간 빛방사량을 다도해해상국립공원의 7개 지구별로 비교하면, 금오도지구가 17,666nW/m²/sr로 가장 높았고, 거문도·백도지구, 나로도지구, 소안도·청산도지구가 뒤를 이었다. 계절별로는 10월의 야간 빛방사량이 9,509nW/m²/sr로 가장 높았고, 다음으로 8월, 1월, 4월 순이었다. 연구 대상 섬의 빛공해 수준에 영향을 미치는 요인을 회귀분석을 통해 분석한 결과, 섬에서 반경 5km 내 지역의 건축물 연면적과 등대 개소수는 모든 시기에서 야간 빛방사량에 통계적으로 유의미하게 영향을 미쳤지만, 섬 내부의 건축물 연면적과 등대 개소수는 대부분 시기에 영향을 미치지 않아, 개발이 제한된 국립공원 내 섬 지역에서는 공원 내부보다 인근 지역의 인공조명의 영향이 큰 것을 알 수 있었다. 단, 8월에는 예외적으로 섬 내부의 건축물 연면적이 섬의 야간 빛방사량에 유의미한 영향을 미쳤는데, 이는 휴가철 탐방객이 사용하는 인공조명의 영향으로 보인다. 섬의 크기는 섬의 빛공해 수준에 음(-)의 영향을 미쳤는데, 이는 빛공해가 일종의 생태적 경계효과임을 보여주는 결과이다. 즉, 작은 섬일수록, 섬 전체 면적 중 인접 지역에서 방사된 빛의 영향을 받는 경계 지역의 면적이 상대적으로 넓기 때문이다. 본 연구의 결과는 해상형 국립공원 내 섬 지역의 빛공해 저감을 위해서는, 섬 인근 지역의 인공조명 관리가 필요하다는 것을 시사한다. Light pollution is one of the factors that disturb coastal and island ecosystems. This study examined the factors causing light pollution in the islands in Daedohaehaesang National Park using nighttime satellite images. This study selected 101 islands with an area of 100,000 m² or more in Daedohaehaesang National Park, and measured the levels of light pollution of the selected islands by calculating mean nighttime radiance recorded in VIIRS DNB monthly images for January, April, August, and October 2019. Of seven districts of the park, The highest mean nighttime radiance was recorded in Geumodo district (17,666nW/m²/sr), followed by Geonumdo·Baekdo, Narodo, Soando·Cheongsando districts. By season, mean nighttime radiance in October was the highest at 9,509nW/m²/sr, followed by August, January, and April. Regression analyses show that the total floor area and the number of lighthouses in a 5 km buffer area had a statistically significant effect on mean nighttime radiance at all times, but those within the island did not, indicating that light pollution in islands in a national park where land development is strictly restricted is influenced by artificial lights in nearby areas. However, the total floor area of an island significantly affected mean nighttime radiance only in August, which appears to be attributed to the impact of intensive use of artificial light by visitors during summer vacation. The size of an island had a negative (-) effect on nighttime radiance. This negative effect suggests that light pollution is a type of ecological edge effect, i.e., the smaller island is more likely to have a relatively larger proportion of edge area that is affected by light emitted from the neighboring areas. The results of this study indicate that managing artificial lights in nearby areas is necessary to mitigate light pollution in islands in marine and coastal national parks.

폐타이어 칩 및 에폭시를 활용한 탄성 복합체의 개발 - 강도와 내구성을 중심으로 -

성찬용,노진용,Sung, Chan Yong,Noh, Jin Yong 한국농공학회 2016 한국농공학회논문집 Vol.58 No.1

This study was performed to evaluate the strength and durability properties of modified epoxy composites with waste tire chip, recycled coarse aggregate, filler and modified epoxy to improve elongation and elasticity of epoxy. Additionally, for comparing to modified epoxy and unsaturated polyester resin as a binder, unsaturated polyester resin composites were developed in the same condition. The mix proportions were determined to satisfy the requirement for the workability and slump according to aggregate size and binder content. Tests for the compressive and flexural strength, freezing and thawing and durability for 20 % sulfuric solution were performed. The compressive and flexural strength of modified epoxy composites were in the range of 34.9~61.6 MPa and 10.2~18.3 MPa at the curing 7 days, respectively. Also, the compressive and flexural strength of unsaturated polyester resin composites were in the range of 44.2~77.8 MPa and 11.3~20.8 MPa at the curing 7 days, respectively. After 300 cycles of freezing and thawing, weight decrease ratio and durability factor of modified epoxy composites were in the range of 0.8~1.9 % and 95~98, respectively. Accordingly, modified epoxy composites will greatly improve the durability of concrete.

透水性 폴리머 콘크리트의 工學的 特性

성찬용,민정기,김경태,정현정,한영규,이전성,남기성 충남대학교 농업과학연구소 1999 농업과학연구 Vol.26 No.2

이 연구는 천연골재와 충전재로 보통 포틀랜드 시멘트의 규석분말을 사용한 투수성 폴리머 콘크리트의 공학적 특성을 구명한 것으로서, 이 연구를 통해 얻어진 결과를 요약하면 다음과 같다. 1. 단위중량은 1.883㎏f/㎥로서 재령 28일 압축강도 210㎏f/㎠인 보통 시멘트 콘크리트의 단위 중량보다 18%정도 감소되었다. 2. 투수성 폴리머 콘크리트의 압축강도는 201㎏f/㎠, 인장강도는 36㎏f/㎠, 휨강도는 102㎏f/㎠으로 나타나, 보통 시멘트 콘크리트에 비하여 인장 강도와 휨강도가 각각 70%와 140%정도 크게 나타났다. 3. 투수량은 5.917ℓ/㎠/h으로 기록상 세계최대 강수량 300㎜의 190배 이상의 수량을 투수할수 있어 투수를 요하는 구조물에 유용하게 이용할 수 있을 것이다. This study is performed to evaluate the engineering properties of permeable polymer concrete. The following conclusions are drawn. 1. The unit weight is 1,883㎏f/㎥, which is decreased 18% than that of the normal cement concrete. 2. The strength of permeable polymer concrete is achieved that it is 170% by tensile strength and 240% by bending strength than that of the normal cement concrete, respectively. 3. The water permeability is 5.917 l/㎤/h. This concrete can be used to the structures which need water permeability.

투수성 폴리머 블록 포장에 의한 우수 유출 저감 효과에 관한 실험적 연구

성찬용,김영익,Sung, Chan-Yong,Kim, Young-Ik 한국농공학회 2012 한국농공학회논문집 Vol.54 No.2

Most of the roads are paved with impermeable materials such as asphalt concrete and cement concrete, and in the event of heavy rainfall, rainwater directly flows into river through a drainage hole on the pavement surface. This large quantity of rainwater directly spilled into the river frequently leads to the flooding of urban streams, damaging lowlands and the lower reaches of a river. In recent years there has been a great deal of ongoing research concerning water permeability and drainage in pavements. Accordingly, in this research, a porous polymer concrete was developed for permeable pavement by using unsaturated polyester resin as a binder, recycled aggregate as coarse aggregate, fly ash and blast furnace slag as filler, and its physical and mechanical properties were investigated. Also, 3 types of permeable polymer block by optimum mix design were developed and rainfall runoff reduction effects by permeability pavement using permeable polymer block were analyzed based on hydraulic experimental model. The infiltration volume, infiltration ratio, runoff initial time and runoff volume in permeability pavement with permeable polymer block of $300{\times}300{\times}80$ mm were evaluated for 50, 100 and 200mm/hr rainfall intensity.

超輕量 폴리머 콘크리트의 應力-變形特性

성찬용,김경태,민정기,김영익,윤준노,정현정 충남대학교 농업과학연구소 1998 농업과학연구 Vol.25 No.2

This study was performed to evaluate the stress-strain properties of surlightweight polymer concrete using synthetic lightweight aggregates. The following conclusions were drawn: 1. The dynamic modulus of elasticity was in the range of 1.514×10^5~1.916×10^5kgf/㎠, which was approximately 48~96% of that of the normal cement concrete. It was showed larger with the decrease of synthetic lightweight fine aggregate. 2. The static modulus of elasticity was in the range of 2.552×10^4~4.386×10^4kgf/㎠, which was showed lower compared to that of the normal cement concrete. The poisson's number of surlightweight polymer concrete was less than that of the normal cement concrete. 3. The stress-strain curves of surlightweight polymer concrete were showed smaller with the increase of expanded clay.

Expression of Placenta Growth Factor in Colorectal Carcinomas

성찬용,손명원,안태성,정동준,이문수,Moo-Jun Baek 대한대장항문학회 2012 Annals of Coloproctolgy Vol.28 No.6

Purpose: Placenta growth factor (PlGF) is a member of the vascular endothelial growth factor (VEGF) family. PlGF is implicated in several pathologic processes, including the growth and spread of cancer and tumor angiogenesis. The aim of this study was to evaluate the expression and the clinical implications of PlGF in colorectal cancer. Methods: In order to ascertain the clinical significance of PlGF expression in colorectal cancer, the researcher analyzed the expression pattern of PlGF by using an immunohistochemical method and attempted to establish if a relationship existed between PlGF expression and microvessel density (MVD), and subsequently between PlGF expression and the predicted prognosis. A total of 83 patients with colorectal cancer were included for immunohistochemical staining. Clinicopathological characteristics were defined according to the tumor-node-metastasis (TNM) criteria of the Union for International Cancer Control. Clinicopathologic factors, such as age, sex, histological types of tumors, tumor cell grade, TNM stage, lymphovascular invasion, and lymph-node metastasis, were reviewed. Results: In this study, the PlGF protein expression level was significantly correlated with MVD, patient survival, and clinicopathological factors such as lymph-node metastasis, TNM staging, lymphatic invasion and vascular invasion. Conclusion: PlGF may be an important angiogenic factor in human colorectal cancer, and in this study, PlGF expression level was significantly correlated with positive lymph-node metastases, tumor stage, and patient survival. These findings suggest that PlGF expression correlates with disease progression and may be used as a prognostic marker for colorectal cancer.