• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2023.05a
• /
• pp.255-256
• /
• 2023

The development of corrosion inhibitors with outstanding performance is a never-ending and complex process engaged in by researchers, engineers and practitioners. Computational assessment of organic corrosion inhibitors performance is a crucial step towards the design of new task-pecific materials. Herein, electronic features, adsorption characteristics and bonding mechanisms of two pyridine oximes, namely 2-pyridylaldoxime (2POH) and 3-pyridylaldoxime (3POH) with the iron surface were investigated using molecular dynamics (MD), and self-consistent-charge density-unctional tight-binding (SCC-DFTB) simulations. SCC-DFTB simulations revealed that 3POH molecule can form covalent bonds with iron atoms in its neutral and protonated states, while 2POH molecule can only bond with iron through its protonated form, resulting in interaction energies of -2.534, -2.007, -1.897, and -0.007 eV for 3POH, 3POH+, 2POH+, and 2POH, respectively. Projected density of states (PDOSs) analysis of pyridines-Fe(110) interactions indicated that pyridine molecules chemically adsorbed on the iron surface.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.35 no.6
• /
• pp.599-608
• /
• 2017

Cracks on the asphalt road surface can affect the speed of the car, the consumption of fuel, the ride quality of the road, and the durability of the road surface. Such cracks in roads can lead to very dangerous consequences for long periods of time. To prevent such risks, it is necessary to identify cracks and take appropriate action. It takes too much time and money to do it. Also, it is difficult to use expensive laser equipment vehicles for initial cost and equipment operation. In this paper, we propose an effective detection method of road surface defect using ROI (Region of Interest) setting and cany edge detection method using UAV image. The results of this study can be presented as efficient method for road surface flaw detection and maintenance using UAV. In addition, it can be used to detect cracks such as various buildings and civil engineering structures such as buildings, outer walls, large-scale storage tanks other than roads, and cost reduction effect can be expected.

• Journal of the Korea Concrete Institute
• /
• v.19 no.5
• /
• pp.595-602
• /
• 2007

Recently, concrete structures with carbon fiber reinforced polymer (CFRP) reinforcements have been commonly used for the bridge and building construction. In this paper, pier caps were strengthened by prestressed near surface mounted CFRP. To verify the effectiveness of the strengthening method, 7 pier cap specimens were fabricated. One specimen was designed for control, two for external prestressing steel strands, two for CFRP plates, and two for CFRP bars. Experimental variables consist of type of reinforcement materials and prestressing levels. The results of laboratory have shown that the ultimate load capacities of prestressed near surface mounted CFRP specimens were about $20{\sim}33%$ greater than that of a control specimen. Also, ultimate load capacities of prestressed near surface mounted CFRP specimens were similar to those of external prestressing specimens with steel strands.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.23 no.5
• /
• pp.23-29
• /
• 2019

This study applies to the surface modification technique by coating the surface of aggregates using the modified paste such as cementitious materials in order to develop completely recycling technology of coarse aggregate. In this case, coating thickness of modified aggregate can be considered that the decision is dependent on the viscosity and tenacity of modified paste. In this study identify the flow properties of the fresh modified paste, and examined for the coating thickness of modified aggregate. As a result, it was possible to design a quantitative coating thickness of modified paste assuming that a modified paste to a Bingham Fluid and consider by excess paste theory and rheology constant (yield value). Accordingly, it is considered that the quantitative mix design of concrete using by surface modified aggregates will be possible.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.10 no.2
• /
• pp.143-151
• /
• 2022

In this study the relative dynamic modulus and surface rebound hardness measurement methods were used for comparison to predict the occurrence of frost dam age on the concrete. From the test results, it was observed that the initiation of concrete dam age predicted by surface rebound hardness values was 200 cycles quicker than that of the relative dynamic modulus method in the W/C 70 specimens. In addition, it continuously provided data that showed the frost damage development of concrete surfaces according to increasing freeze-thaw cycles. This indicated that the frost dam age of the concrete could be found from the initial point of its occurrence by the surface rebound hardness measurement method. Similar results were also observed in W/C 60 and 50 specimens. Therefore, it is considered that surface rebound hardness method predicted the freeze-thaw damage well, regardless of water-cement ratio.

• Journal of the Architectural Institute of Korea Structure & Construction
• /
• v.35 no.9
• /
• pp.143-150
• /
• 2019

The purpose of this study was to propose how to determine the setting time related to the determination of the surface finish working time of the concrete using a Durometer, which is used as a rubber hardness meter. Two different types of Durometer were used to measure the setting time of the concrete. High flowing concrete with 40% of water to binder ratio was fabricated maintaining $600{\pm}100mm$ of slump flow. The test results indicated that the application of the Durometer resulted in a high correlation with the penetration resistance tester in both mortar and concrete. When measuring the setting time of the concrete, with properly used with Durometer, evaluation of the setting time of the concrete can be available. Therefore, it is thought that the measurement of the final set of the durometer C type can be useful to decide the limit time of the finishing operation and the time of the rejuvenation of the curing process by measuring the finishing set at 40 HD in the case of the initial set and 10 HD in the case of D type.

• Proceedings of the Korea Air Pollution Research Association Conference
• /
• 2003.05b
• /
• pp.385-386
• /
• 2003

건축자재의 제작 및 도장공정, 합성수지 제조공정 등에서 많이 배출되는 휘발성 유기화합물(Volitile Organic Compounds, 이하 VOCs)은 이동성이 강하고 악취를 유발할 뿐만 아니라 마취성이 강하여 잠재적인 독성 및 발암성을 가진다. 이러한 VOCs의 제거방법 중 광촉매 제거법은 380 nm 이하의 자외선을 흡수하여 표면에서 생긴 전자와 정공으로 대부분의 유해물질을 제거하는 비교적 최근에 개발된 방법이다. 광촉매는 한번의 설치로 반영구적으로 사용할 수 있고 인체에 무해하며 유지비용이 적게 든다는 장점으로 인해 크게 부각되고 있다. (중략)

• Proceedings of the Acoustical Society of Korea Conference
• /
• 1998.06e
• /
• pp.69-74
• /
• 1998

본 논문은 건축실내표면의 확산성이 실내음향에 미치는 영향의 범위와 그 정도를 알기 위하여 가상의 홀을 시뮬레이션하여 확산성의 차이에 따른 실내음향인자의 변화를 분석하였다. RT, EDT, C80 등의 음향인자의 분석을 통하여 실내의 확산성이 초기 음에너지의 증가와 확산에 큰 영향을 미치고 있으며, 특히, 천장보다는 벽체의 확산명이 명료도의 증가와 음이해도의 상승에 기여하는 것으로 나타났다.

• Proceedings of the CALSEC Conference
• /
• 2002.01a
• /
• pp.27-29
• /
• 2002

◈전방 산업 ·기계공업 자동차, 우주항공, 공작기계, 측정기기 ·전자(전기)공업 가전, 전기용품, 반도체 ·성형가공공업 플라스틱, 고무, 유리 등 ·생활용품공업 완구, 문구, 주방기기 ·건축자재공업 PVC 파이프, 알미늄섀시 ·광학정밀공업 의료기기, 광학기기 ◈후방 산업 ·금형 소재 및 금형부품 금형강, 공구강, 다이세트, 몰드베이스 ·공작기계/공구산업 선반, 밀링, 공구 ·열처리/표면처리산업 담금질, 풀림, 침탄 ·설계/엔지니어링산업 CAD/CAM/CAE ·산업디자인산업 프로토타입, 목형(중략)

• Proceedings of the Korean Fiber Society Conference
• /
• 2003.10b
• /
• pp.155-156
• /
• 2003

시멘트는 압축강도가 크고 내구성이 좋으며 가격이 저렴한 우수한 토목건축재료이다. 그러나 인장강도가 낮아서 사용 시 발생하는 휨에 의한 인장변형에 의하거나 양생 후 해 표면 크랙이 발생하는 결점이 있다. 이러한 결점을 보완하기위해 크랙의 발생 억제, 성장 지연을 목적으로 시멘트에 보강용 섬유를 투입하고 있다[1]. 시멘트에서의 보강섬유의 역할은 크랙발생에 필요한 에너지를 최대한 증가시키켜 시멘트가 경화되기 시작할 때, 구속에 의해 발생하는 인장응력 및 균열을 억제하구 내부에 형성되는 결함을 방지함에 있다[2]. (중략)