Background : The aim of the present study was to identify an effective physicochemical control method to reduce Fusarium species infestation in adlay (Coix lacryma-jobi L.) before and after harvesting. Methods and Results : We observed that prochloraz emusifiable concentrate and hexaconazol prochloraz emusifiable concentrate strongly inhibited the mycelial growth of 10 Fusarium species. Strong growth inhibitions and cell lysis were observed following treatment with 4% NaOCl solution. The total number of fungi detected were lower follwing treatment with thiophanatemethyl triflumizole wettable powder (1.1 × 104 CFU/g), hexaconazol prochloraz emulsifiable concentrate (1.2 × 104 CFU/g), carboxin thiram dustable powder (1.6 × 104 CFU/g) and prochloraz emulsifiable concentrate (1.7 × 104 CFU/g) than in the non-treated control (7.7 × 104 CFU/g). The reduction of Fusarium fungi varies with the concentration and soaking time of NaOCl solution. Fungal detection was not observed after soaking in NaOCl solution for 24 h and harmful effects were not observed for plant growth by NaOCl after soacking for 6 - 12 h. Conclusion : Soaking seed for 6 - 12 h in 4% NaOCl could be an effective method of disinfectant treatment for the control of Fusarium fungi in adlay seeds.

과수작물은 국내 농업총생산액의 8.3%정도를 차지하는 주요 작목으로 목본성, 영년생 식물에 해당하며 열매가 재배의 최종산물이다. 영년생 식물의 특성 상 종자의 발아에서부터 개화까지 길게는 10년 이상의 기간이 소요되어 세대진전이 늦기 때문에 교배 후 후대의 전개와 조사가 어렵다. 또한 많은 경우 자가불화성과 교배불친화성이 존재하기 때문에 유전형이 이형접합상태이므로 유전특성을 분석하고 이해하는데 어려움이 크다. 따라서 유전현상에 대한 이해도가 낮아 효율적이고 정밀한 품종육성에 큰 제한이 되고 있다. 최근 NGS 기반의 대량 유전정보의 활용기술은 과수작물에서도 유전현상 이해의 어려움을 극복할 수 있는 새로운 기술로 각광 받고 있다. 대규모 과수작물의 유전체 육종 연구가 미국, 유럽 등 선진국을 중심으로 추진 중이지만 아직까지 초본성 작물에 비해 시작단계에 불과하므로 아직까지 기술적 수준 차가 크지 않아 연구와 기술개발의 경쟁력이 있다고 할 수 있다. 국내에서는 농생물게놈활용연구사업단에서 교목성 자가불화합성 장미과 과수인 사과와 배, 덩굴성 자가화합성 과수인 포도를 대표작물로 선정하고 1단계에서 핵심집단을 구축한 바 있으며, 현재 자원을 이용한 게놈전체연관분석이 추진 중이다. GWAS기술을 이용한 유용유전자의 동정과 분자표지의 개발은 과수작물이 가진 유전분석의 어려움을 극복하고 유전자원을 이용하여 농업적으로 중요한 형질과 관련된 유전자를 탐색과 이용에 대한 효율을 높일 수 있는 장점이 있다. 따라서 그 연구결과는 해당 작물뿐 아니라 과수 전체의 유전현상에 이해를 높이고 고효율, 정밀 육종을 통해 국내 과수육종의 경쟁력을 크게 증진할 수 있을 것이다.

According to the results of case studies on leakage in large scale aquarium structures, the causes have been identified as construction failure of sealant for joint of sealant design failure in acryilic panel and concrete substrate joints. However, as there currently are no standardized design or specifications for such principles, this study proposes a design formulation of a width and depth of sealant when applied to acrylic panels in large scale aquarium structures.

The quality of injection sealer for water leakage maintenance be being managed by KS. However, the test result of response to the substrate movement performance have some errors by an experimenter. So, the revision standard of test method is proposed. Therefor, will verify that in this study.

Unconditional usage of multi-layered waterproofing membrane system is common in large scale spatial structures in the contemporary setting. This study aims to evaluate the limitation of multi-layered waterproofing membrane system applied to the roofing system of large scale spatial structure and examine thoroughly whether such systems are suitable for steel plate concrete or not.

In this study, the chemical resistance of polyurea resin waterproofing and anti-corrosion materials that is applied to the social infrastructure was analyzed. Mostly, there are three the main materials which is polyurea resin waterproofing and anti-corrosion, polyurea resin waterproofing and anti-corrosion, polyurethan-polyurea waterproofing and anti-corrosion, and polyurethane waterproofing and anti-corrosion were analyzed as the specimen. As a result of chemically resistant characteristic to three kinds of polyure type materials, it’s polyurethane, polyurea-urethane, and polyurea were arranged in the order. This order is generally predictable order that is expected by any user, but it was settled first by the quantitative evidence of chemical evaluation in this time. And, the result in this study will be utilizing as a basic data for establishing the quality standards which are able to judge the chemically resistant characteristic of polyurea resin waterproofing and anti-corrosion materials.

This Research examines the extent of damage on the waterproofing layer in the first floor underground parking lot affected by fire through various waterproofing quality testing. According to the result of the research, although the first floor surface of the substrate layer was damaged due to high temperature of the fire, the waterproofing layer applied in the substrate was not damaged to the point that its waterproofing performance would be affected.

Recently, most underground structures are used parking lot and artificial ground greening is growing on the top of the structures also. Various waterproofing-root resistance materials and methods has been developing to artificial ground greening system based on concrete structures. However, It is hard to confirm proper quality control standard of waterproofing-root resistance materials because of complicated environment and conditions of special site which is artificial ground greening. This study goals to develop a evaluaion techniques to mak sure of the long term stability waterproofing-root resistance material on artificial ground greening system.

This study is waterproof research trends of national and international technic. It compared of national and international waterproof academic activities.

The quality of injection sealer for water leakage maintenance be being managed by KS. However, the test result of response to the substrate movement performance have some errors by an experimenter. Therefore, this revision standard of test method is proposed by that the new tester is manufactured for solving this errors in this study.

we set reference temperatures for the 4 seasons of Korea and measured the humidity difference of underground structures according to the seasonal change by conducting a test with specimens that applied the same waterproofing materials and methods with basement structures. The test results show that the humidity difference of the specimens that applied unwaterproofed method and inside waterproofing method became higher according to the time variation regardless of temperature, while that of the specimens that applied outside waterproofing method was none or not significant.

In this study, by blocking the hot warm air inside the sun and is discharged to the outside by checking whether the insulating performance of the insulation and waterproof coating friendly environment using nano-ceramic, and economy through the energy savings it is intended to present a scheme which can minimize environmental pollution and the loss (global warming).

With the recent increased awareness of underground water as a resource and detection of radioactive material called radon in underground, underground waterproofing system is newly regard as not only ensuring stability and durability of the structure but also preserving underground water, safety of employee working underground structure, protecting of facilities and comfortable use. For these reasons, constructing industry have highly demanded feasible underground waterproofing system that responding long-life and high-performance new material and developing waterproof performance evaluation techniques. Therefore, this study attempts to build environmental responding waterproof system with high adhesive sealant material and setting a manual of field application in waterproofing construction technique.

This report is contained to the repair guidelines of water-leakage crack and the standardization of performance evaluation testing method studied and reviewed to register to the domestic construction technique as the international standard, and to the introduction to the it’s research contents lasted three years between 2010 and 2013.

This study is necessity for waterproofing construction using a Life Cycle Cost(LCC). On the purpose of expanding the technology to build and optimize leakage prevention design reasonable selection of center performance evaluation system and possible economic evaluation system.

Recently, the increased maintenance cost of underground structures due to leakage problems. Also, social issues are discussed in the sink hole caused by the loss of groundwater. For this reason, Leak diagnosis, waterproof and repair of underground structure is important today. So, the aim of this study was the necessity for water leak diagnosis and repair of underground structures.

With the recent decreasing of available land, the usage of underground for constructing underground parking lots, subway, underground shopping centers and roads is becoming more frequent than before. Subsequently, due to the changes of the ecosystems and the depletion of ground water in the underground environments are being negatively affected due to coming into contact with corrosive and hazardous substances. In particular, the durability, safety and convenience of the people who reside or utilize these underground structures are reduced by the environmental problems originating from underground ecosystems. Currently there exist a large number of on-going topics of discussion intended to solve the problems, but in order to consolidate a proper and standardized procedure of maintaining waterproofing techniques for these underground structures, a testing method to evaluate the performance of waterproofing and waterleakage resistance in underground structures is necessary.

Underground material and to secure any other appropriate waterproofing method for improving the workability experiments on non-woven fabric weight is selected. As a result, the appropriate non-woven fabric weight of 140 g/㎡ was confirmed.

최근 ‘먹는 물’에 대한 인식이 높아지고 양질의 물에 대한 요구가 이어짐에 따라 정수처리 시설은 수처리 시설을 확대하고 있다. 이에따라 수처리시설에 적용되는 콘크리트 구조물 내부 방수⋅방식재의 개발 및 기준 마련의 필요성이 높아지면서 최근 활발한 연구가 진행중이다. 하지만, 주로 상도의 내구성 향상에 집중된 연구의 한계성으로 콘크리트 표면과 하도 (프라이머)와의 부착력에 대한 연구가 부족한실정이다. 이에 본 연구에서는 수처리시설의 내부 방수⋅방식재로서 사용되는 프라이머와 콘크리트 표면간의 부착력을 확인하고, 콘크리트 표면 상태 (건조 상태, 습윤 상태, 수압상태)에 따른 부착강도 및 특성에 대하여 알아보고자 한다.

PVC waterproofing sheet is applied in exposed form on the rooftop of building. However, existing reinforcing fiber is would be occurred defect of waterproofing layer tear, because it has a anisotropy. As a result of test, while A-specimen and C-specimen have not the anisotropy, B-specimen has the anisotropy. B-specimen which is applied patterns of reinforcing fiber of I-type, is wide variations in the mechanical properties. C-specimen which is applied patterns of reinforcing fiber of Z-type, is not wide variations in the mechanical properties because it has the anisotropy.