폴리프로필렌 섬유보강 콘크리트의 파괴특성 연구

백신원 한국산업안전학회 1997 한국안전학회지 Vol.12 No.4

본 연구에서는 폴리프로필렌 섬유보강 콘크리트의 파괴특성을 알아보기 위해 Monofilament 섬유와 Fibrillated 섬유의 두 종류 폴리프로필렌 섬유를 선택하여 10×10×50cm 보 시편을 만들었는데, 이때 사용된 두 종류의 섬유 길이는 19mm이고, 섬유 혼입량은 0%, 1%, 2%, 3%로 하였으며, 초기균열 깊이의 영향을 알아보기 위해 초기 균열깊이를 각 섬유 혼입량에 따라 1.5cm. 3.0cm, 4.5cm로 하여 실험을 수행하였다. 또한, 본 연구에서는 폴리프로필렌 섬유보강 콘크리트의 파괴특성을 규명하기 위해 보 시편에 대한 4 점 하중 휨시험을 통해 하중-하중점 변위 곡선을 각 시편에 대해 측정하였고, 이때 COD 게이지를 이용하여 하중-CMOD 곡선도 측정할 수 있었다. 이러한 실험결과를 통해, 섬유혼입량과 초기 균열 깊이에 따른 압축강도, 휨강도 및 휨인성, 웅력화대계수, 파괴에너지 등이 규명되었다. 이러한 결과에 대한 분석으로부터 Fibrillated 폴리프로필렌 섬유가 Monofilament 섬유보다 연성효과가 큰 것을 알 수 있었으며, 특히 하중-CMOD 곡선으로부터 계산되는 파괴에너지인 Jc가 믿을 만한 파괴특성 인자임을 알 수 있었다. An experimental research investigation of the fracture properties of polypropylene fiber reinforced concrete is reported. Fibers used in this experiment were two types, monofilament and fibrillated polypropylene fibers. Fiber length was 19㎜ , and volume fractions were 0, 1, 2, and 3%. Also, as initial notch depths influence the fracture properties of fiber reinforced concrete, the notch depth ratios by specimen height were 0.15, 0.30 and 0.45. The main objective of this experimental program is to obtain the load-deflection and the load-CMUD curves, to investigate the fracture properties of the polypropylene fiber reinforced concretes. Therefore, the flexural specimen testings on the four-point bending were conducted. Then, the load-load point displacement and the load-crack mouth opening displacement curves were measured. The effects of different volume fractions of the monofilament and the fibrillated polypropylene fiber reinforced concrete on the compressive strength, flexural strength and toughness, stress intensity factor, and fracture energy were investigated through the experimental results.

석분의 효과적인 이용에 관한 연구

백신원 한국산업안전학회 2001 한국안전학회지 Vol.16 No.1

Portland cement concrete is made with coarse aggregate, fine aggregate, portland cement, water and, in some cases, selected chemical admixture such as air-entraining agents, water reducer, superplasticizer, and so on, and mineral admixture such as fly ash, silica fume, stags, etc. Typically, in the concrete, the coarse aggregate and fine aggregate will occupy approximately 80 percent of the total volume of the finished mixture. Therefore, the coarse and fine aggregates affect to the properties of the portland cement concrete. As the deposits of natural sands have slowly been depleted, it has become necessary and economical to produce crushed sand(manufactured fine aggregate). It is reported that crushed sand differs from natural sands in gradation, particle shape and texture, and that the content of micro fines in the crushed sand affect to the quality of the portland cement concrete. Therefore, the purpose of this paper is to investigate the characteristics of fresh and hardened concrete with higher micro fines. This study provides a firm data to apply crushed sand with higher micro fines.

교량의 안전진단 방법에 관한 연구

백신원 안성산업대학교 1997 論文集 Vol.29 No.2

Recently, many accidents have occurred very often in the important structures such as building and bridge, etc. Many safety diagnoses of the weak structures have been conducted in the several companies. But, the exact safety diagnoses of the bridges have not been conducted. Therefore, the purpose of the present study is to search for the method of the safety diagnosis in the bridges. Also, in this study, the field test results of the slab bridge were analyzed in order to investigate the primary load capacity of the bridge.

재사용 파이프서포트의 내력변화 연구

백신원,최순주,Baek, Sin-Won,Choe, Sun-Ju 한국건설안전협회 2006 建設 安全技術 Vol.38 No.-

Formwork is a temporary structure that supports its weight and that of freshly placed concrete as well as construction live loads. In constructions site, pipe supports are usually used as shores which are consisted of the stab formwork. The strength of a pipe support is decreasing as it is frequently being used at the construction site. Among the accidents and failures that occur during concrete construction, there are many formwork failures which usually happen at the time concrete is being placed. The objective of this study is to find out the strength change of used pipe support and unused pipe supports according to aging. In this study, 2857 pipe supports were prepared. Among these pipe supports, 2337 pipe supports were lent to the construction companies free of charge. 520 pipe supports were kept on the outside. Compressive strength was measured by knife edge test and plate test at each 3 month. Test results show that the strength of unused pipe supports as well as used pipe supports was decreasing according to age, use frequency and load carrier, and the strength of used pipe supports was lower than the strength of unused pipe supports at the same age. So, the strength of used pipe supports from 191 days to present day was not satisfied the specification of KSF 8001. In this study, the strength of pipe support according to age, use frequency and load carrier was predicted using SPSS 12.0. It was known that the strength of pipe support using for 5 years was reduced to 42.8%. According to these results, it shows that attention has to be paid to formwork design using used pipe supports. Therefore, the present study results will be able to provide a firm base to prevent formwork collapses.

고로슬래그 콘크리트의 투수특성에 관한 실험적 연구

백신원,오대영,Paik, Shinwon,Oh, Daeyoung 한국농공학회 2013 한국농공학회논문집 Vol.55 No.3

The pavement is generally used on the highways, local loads, roads for bicycle riding and neighborhood living facility such as parking lot, plaza, park and sports facilities. However, the pavement material that is usually used on the most of roads is impermeable asphalt-concrete and cement-concrete. If the pavement material is impermeable, many problems can be happened on the drainage facilities in the rainy season. Additionally, a lot of rainwater on the pavement surface cannot permeate to the underground and flows to the sewage ditch, stream and river, etc. If a lot of rainwater flows at once, the floods can be out along the streams and rivers. So, underground water can be exhausted. Micro organisms cannot live in the underground. Recently, many studies has been conducted to exploit the permeable concrete that has high performance permeability. However, it is required to develop the permeable concrete which has high strength and durability. In this study, permeable and strength tests were performed to investigate the permeable characteristics of porous concrete according to fine aggregate content and substitution ratio of blast furnace slag. In this test, crushed stones with 10~20 mm and sand with 5~10 mm were used as a coarse aggregate and a fine aggregate respectively. The substitution ratio of blast furnace slag to cement weight is 0 %, 15 %, and 30 %. The ratio of fine aggregate to total aggregate is 0 %, 18 %, and 35 %. As a result, permeability coefficient was decreased according to fine aggregate ratio of total aggregate. Compressive strength was also decreased according to substitution ratio of blast furnace slag.

AHP를 이용한 기업별 안전평가 기법에 관한 연구

백신원,이미선,Paik, Shinwon,Lee, Misun 한국농공학회 2013 한국농공학회논문집 Vol.55 No.3

In the current domestic, many industrial accidents have happened. And these are analyzed according to several factors. But it is difficult that they evaluate their business safety. Thus, we conducted a study on business specific safety assessment techniques in order that business know their safety level and perform appropriative safety activities. Study methods are survey and AHP (Analytic Hierarchy Process). Each specific weighting factors to calculate the survey was conducted for safety and consulting experts (20 persons). Weight factor was used to AHP decision support as one of the ways through a number of alternatives to the ratings for the Minesota Multiphasic. Factors are each type of industry, specific industrial scale, disaster type and strength, worker age and tenure period, and region. First, survey was conducted with 20 professionals to estimate the weighting factors. Weights between factors using the AHP analysis tool based on the mean values were calculated. Second, last 3 years between the industrial accidents statistics were used to calculate the weights for each of the rating factors in the Occupational Safety and Health Agency. Grade weights between each factor which was based on the rating of each factor was calculated as the average of three years. Finally, the weights between each factor and the grade weights for each factor using the safety level of the enterprise were calculated so that you can evaluate the weighting.

S/W 개발 프로젝트 품질인증 및 조직 성과에 관한 연구

백신원,이준휘,문기동 한경대학교 2003 論文集 Vol.35 No.-

Quality of software development project is very important in complex and largest domestic software markets. CMM level certification evaluated about quality of software development project at present. Therefore, software development company attempts acquisition for CMM Certification, CMM level up and organization's realiavility. But, today confidentiality of CMM certification comes into question, An exploratory study was undertaken about difference of software project quality and organization performance between CMM certification organization and no-CMM certification organization. Two organizations make no odds partially. First of all, incremental improvement of project process takes precedence of CMM certification.

강합성 콘크리트 복공판의 내력시험에 관한 연구

백신원,김용곤 한국안전학회 2012 한국안전학회지 Vol.26 No.6

Steel lining board usually is used as a floor on the temporary steel bridges. It also is installed in the subway construction site. However, in particular in subway construction, renovations and site of old bridges, these steel lining board structures have a problem such as noise, accidents and slip hazards. So steel composite lining board is being developed to solve this problem. Steel composite lining board consists of compressive concrete showing excellent performance in slip, durability, resistance and noise, lower tensile and shear steel showing high safety, effective and superior workability in many respects. Steel composite lining board structure gradually is used in many construction sites,because it has a high quality such as durability, little noise and slip. In this study, flexural tests of steel composite lining board in accordance with welding patterns were conducted to compare the performance of the structure

비닐하우스의 풍하중 구조안전성 검토에 관한 연구

백신원 한국안전학회 2019 한국안전학회지 Vol.34 No.5

Vinyl house consists of main rafter, lateral member, clamps and polyethylene film. Many vinyl houses are used to grow fruits, flowers and vegetables in the countryside. Due to climate change, vinyl houses are often destroyed by strong winds or typhoons in summer. Many farmers suffer great economic damage from the collapse of vinyl houses. So it is very important to build a safe vinyl house and find a method to withstand this heavy wind load. In this study, a structural analysis was performed on four types of vinyl houses(10-single-4, 10-single-6, 10-single-7, 10-single-10). In addition, axial force and flexural moment are obtained from the structural analysis of four types of vinyl house. For these four types of vinyl house, structural safety was reviewed by obtaining the combined stress ratio by the strength design method. This structural review showed that the specifications for the vinyl house proposed in the design are not safe. Especially, the result of structural analysis for four types of vinyl house showed that the vinyl house structure constructed as a standard was a very dangerous structure. Therefore, it is necessary to devise diverse methods in order to make vinyl houses structurally safe for heavy wind load in the future. Also a variety of manual development is needed to prevent the collapse of vinyl houses at heavy wind load.

소규모 건설현장의 중대재해 저감 방안 도출을 위한 연구

백신원,김한중,최돈흥,Paik, Sin-Won,Kim, Han-Joong,Choi, Don-Heung 한국농공학회 2012 한국농공학회논문집 Vol.54 No.6

Many of the falling which is the number one risk factor in lethal accidents in construction could have been prevented if the right activity or supervising had been taken in time. All other measures do not preventive the fall, but rather intercept the fallen itself or preventive severe injury. The most common and the bets measures on the preventive measures are guardrails which are to be worn on the site. Workers always exposed the risk of serious accidents induced by causal effects related with environments around construction sites. In order to represent how to decrease the risk of workers, this study was accomplished with a number of interview with experienced site director, cheief of instructors, workers. And the questionaire survey (2012. 5~2012. 10) were used to make proposed policies which are expected to reduce critical disastrous accidents and strength authorized limits of director's management automatically.