• 대한방사선치료학회지
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• 제24권2호
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• pp.149-155
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• 2012

목 적: 폐, 복부의 양성자 치료 시 사용되는 Long Extension (LE)은 Supporting bar에 의한 치료 면적의 제한이 있고, 후사방향의 빔에서 Collision으로 인해 치료 계획 시 다양한 갠트리 각도의 제한을 발생시키며 에어갭(Air gap, 환자와 Beam 사출구 사이의 거리)을 증가시킨다. 이에 본 연구는 본원에서 자체 제작한 Rounded Extension (RE)을 LE과 비교 평가하여 양성자 치료시 최적의 Extension을 적용하는데 그 목적이 있다. 대상 및 방법: LE과 RE의 구조적 특징을 비교하고, Snout size (${\varnothing}100$, ${\varnothing}180$, ${\varnothing}250$)별 이용 가능한 갠트리 각도를 알아보았다. 그리고 Humanoid phantom을 놓고 CT모의촬영을 하였다. CT영상을 통해 후사방향에서 에어갭의 차이를 알아보았다. 결 과: 두 Extension의 구조적 특징을 비교해 본 결과, Supporting bar의 유무로 인하여 LE은 유효한 가로축 길이가 40 cm이며, RE은 50 cm임을 알 수 있었다. 각 Extension의 Snout size (${\varnothing}100$, ${\varnothing}180$,${\varnothing}250$)별 이용 가능한 갠트리 각도, 에어갭의 차이를 분석한 결과는 다음과 같다. LE은 180도 기준에서 평균 ${\pm}36$도이며, RE은 평균 ${\pm}70$도로 나타났다. 그리고 RE은 동일 갠트리 각도에서 LE에 비해 에어갭이 평균 11.30 cm 감소하는 것을 알 수 있었다. 결 론: 자체 제작한 양성자 치료용 RE은 LE에 비해 치료 면적 및 이용 가능한 갠트리 각도 범위가 더 넓고 후사방향의 빔에서 에어갭을 줄임으로서 폐, 복부의 양성자 치료 시 더 유용하게 사용될 것이다. 그러나 조사범위가 큰 치료영역에서 측방향의 빔을 사용할 때는 오히려 에어갭이 커질 수 있으므로 차후 보완이 필요할 것으로 사료된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.797-800
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• 2004

Some test results indicated that the current ASTM grip adapter of GFRP rebar was not successful in developing the design tensile strength of GFRP rebar with reasonable accuracy. It is because the current ASTM grip adapter of GFRP rebar does not take into account the various geometric characteristics of GFRP rebar such as surface treatment, shape of bar cross section, bar deformation as well as physical characteristics such as poisson effect, elastic modulus in the transverse direction and so on. The research reported in this paper is to provide how to proportion an adequate grip adapter to develop design tensile properties of GFRP rebar. The proposed grip adapter is derived from the equilibrium or compatibility equations. From the preliminary test results for rounded GFRP rebar, it was found that the grip adapter with specific size proportioned by proposed method shows the highest tensile strength among them.

• 건축역사연구
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• 제23권6호
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• pp.39-46
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• 2014

In this study, we evaluated the chemical and physical properties of structural steel, which is the most basic material for steel structures and reinforcement concrete structures in modern period. We theorized the technical data for the research of technical history of modern heritage structures by analyzing the product system and its quality control of structural steel used in modern historical heritages. The results of this study are as follow; first, the rounded bars were used in most of modern heritage structures. But in the case of Waegwan railroad bridge, the deformed bars were used in spit of not using in Japan after the great earthquake of Kantou. Second, the structural steel was good in terms of quality control, but It has brittle properties because it was not manufactured by heat treatment process.

• 한국정밀공학회지
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• 제13권1호
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• pp.53-61
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• 1996

A clear understanding of the surface formation mechanism due to cutting is very important to help produce a good quality surface. Much of the roughness along the length of a bar being cut in a lathe can be explained in terms of macroscopic tool shape and feed rate. However, the roughness along the direction of cutting requires a different explanation. The formation of surface roughness is a problem in flow and fracture of materials in the vicinity of the tool edge. On a microscopic scale the cutting edge is rounded because it is impossible to grind a perfectly sharp cutting edge. Even if a perfectly sharp cutting edge were obtained it would soon become dull as a result of rapid breakdown and wear of the cutting edge. A research project is proposed in which in the main object is to model the surface formation mechanism due to cutting. The tool was assumed to be dull, that is, its edge has a finite radius. In order to study the effect of the radius of cutting edge on the surface formation, tools having different cutting edges were used. For orthogonal cutting experiment, cast iron and glass were chosen as brittle materials. Plowing forces acting in the cutting edge were estimated and its effect on the surface roughness was studied by observing the machined surface using optical microscope.

• 제어로봇시스템학회논문지
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• 제17권6호
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• pp.566-572
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• 2011

In recent semiconductor and FPD (Flat Panel Display) manufacturing processes, high clean-class delivery operation is required more and more for short working time and better product quality. Traditionally SLIM (Single-sided Linear Induction Motor) is widely used in the liner drive applications because of its simplicity in the rail structure. A magnetically levitated (Maglev) unmanned vehicle with SLIM traction, which is powered by a CPS (Contactless Power Supply) can be a high precision delivery solution for this industry. In this paper unmanned FPD-carrying vehicle, which can levitate without contacting the rail structure, is suggested for high clean-class FPD delivery applications. It can be more acceptable for the complex facilities composed with many processes which require longer rails, because of simple rail structure. The test setup consists of a test vehicle and a rounded rail, in which the vehicle can load and unload products at arbitrary position commanded through wireless communications of host computer. The experimental results show that the suggested vehicle and rail have reasonable traction servo and robust electromagnetic suspensions without any contact. The resolution of point servo errors in the SLIM traction system is accomplished under 1mm. The maximum gap error is ${\pm}0.25mm$ with nominal air gap length of 4.0mm in the electromagnetic suspensions. This type of automated delivery vehicle is expected to have significant role in the clean delivery like FPD glass delivery.

• 건축역사연구
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• 제28권2호
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• pp.53-64
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• 2019

This study examines the restoration project of Sokkuram, and introduces its preliminary plans by the architect Pai Ki Hyung. The restoration project started in 1958 with an inquiry committee of the restoration project, and was completed in 1964. Despite having undergone extensive repair work under Japanese supervision from 1913 and 1923, the repair work caused water leakages inside Sokkuram, and regular cleaning work that began in 1933 caused a lot of damage to the sculpture. In result of the surveys, the top priority of this project was to protect the sculptures inside Sokkuram by improving the environment of the cave. At that time, the architect Mr. Pai participated as a head of the fourth field surveyors to plan the restoration project and to design the preliminary plans. He proposed the installation of a double dome structure to prevent further water leakages on the concrete addition that was built up around the grotto by the Japanese. However, in 1961, the Cultural Heritage Committee of Korea examined the plans of Mr. Pai and immediately rejected them. The factors of the rejection were the omitting of entrance design, system of new double dome structure that presses the existing structure, and these changes that had to be made outside of the drainage plans. The repair work of Sokkuram began in 1961, and the main construction was building double dome structure and entrance installation. In this we realize that Mr. Pai's double dome structure plans were very important key concept of this project. This study attempts to demonstrate the double dome installations that Mr. Pai initially proposed, which ultimately remains as emblematic factors of Sokkuram's legacy.