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SUGGESTING IMPROVEMENT METHODS OF FORM WORK FOR COST REDUCTION IN THE MID-RISE APARTMENT HOUSING

  • Jeongseok Lee;Seunghee Kang;Gunhee Cho;Jeongrak Sohn;Jongdae Bang
    • International conference on construction engineering and project management
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    • 2009.05a
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    • pp.1608-1614
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    • 2009
  • In recent days, the study of urban regeneration has been conducting with purposeful and sincere intent starting out with the residential environment improvement works. Within the range of urban regeneration, the low-cost housing technology means development of totally-integrated housing technology that may be applied to the regeneration project, especially for the rundown areas where infrastructure facilities in the urban zone have been degraded and obsoleted. In line with this, among many and varied methods in order for realization of the low-cost housing as a part of urban regeneration project, this study should like to propose an improvement methods of the key technologies in relation to the construction works by type of work with which construction costs (directing cost) would be reduced. And, in order to elicit the method for element technology that has been developed and improved in the most optimal manner centering on the selected construction work by the type of work, the researcher conducted comparative review of summary of element technologies related to the construction works concerned, characteristics, and construction method thereof. In particular, the researcher investigated the expenses (construction cost and labor cost), constructions (contractibility and productivity), safety, quality of works, and the technical status in environmental aspects, and the researcher also conducted analyses and evaluations thereof.

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Concurrent Chemoradiotherapy in Nasopharyngeal Carcinoma (비인강암의 동시 항암화학방사선치료)

  • Chung, Eun-Ji;Kim, Yong-Tai;Hong, Hyun-Jun;Hong, Won-Pyo
    • Korean Journal of Head & Neck Oncology
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    • v.24 no.2
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    • pp.169-173
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    • 2008
  • Purpose:This is a retrospective study to evaluate the results of concurrent chemoradiotherapy in nasopharyngeal carcinoma. Material and Methods:From Mar 2000 to June 2005, 18 patients with nasopharyngeal carcinoma completed planned concurrent chemoradiotherapy. Stages were I in 1 patients, II in 2 patients, III in 7 patients and IV in 8 patients. Pathologic type was squamous cell carcinoma(WHO type 1) in 2 patients, non-keratinizing type(WHO type 2) in 8 patients and undifferetiated carcinoma(WHO type 3) in 8 patients. The follow up period ranged from 30 months to 95 months with a median of 56 months. Follow up was possible in all patients. Results:Response to concurrent chemoradiation therapy was a complete response in all patients. Patterns of failure were as follows:local recurrence in only one patient(5.6%) and distant metastases in three patients with N3 diseases(16.7%). The overall 5 year survival rates were 88.5%, the 5 year disease free survival rate was 77% and these were very good results. There were no significant differences in the local control and survival rates between the clinical stages and pathologic types. Conclusion:The outcome of the nasopharyngeal carcinoma treated with concurrent chemoradiotherapy was very good, even though most of the patients(15/18=83.3%) were in stage III and IV diseases. We concluded that concurrrent chemoradiotherapy in nasopharyngeal carcinoma showed the good local control and survival rates without significant complications. In the patients with N3 disease, we have to consider the more effective and strong chemotherapeutic regimens to prevent distant metastases.

A Study on Failure Modes of Type4 Composite Pressure Cylinders according to Shapes of Domes (Type4 복합재 용기의 돔 형상에 따른 파열형태에 관한 연구)

  • Cho, Sungmin;Kim, Kwang Seok;Cho, Min-sik;Lee, Sun-kyu;Lee, Seung-kuk;Lyu, Sung-Ki
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.16 no.5
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    • pp.13-18
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    • 2017
  • In this work the augmented safety of Type 4 composite vessel in accordance with uniform-stress design has been demonstrated through a series of burst tests and structural analyses. For this end, three sample vessels were used: (1) designed as guided by the isotensoid dome theory (called iso-dome cylinder); (2) with dome longer compared to uniform-stress design (called prolate cylinder); and (3) with dome wider than uniform-stress design (called oblate cylinder). Structural analyses have been performed using ABAQUS finite element code based on the periodic symmetry to circumferential direction. As a result, the maximum stresses are induced around the bodies of all three cylinders. However, the analyses, with the assumption of possible defect demonstrate that the maximum stresses are induced around the dome knuckles for the prolate and the oblate cylinders. The results of the burst tests for the three cylinders show that the burst initiates from the cylinder body of the iso-dome cylinder and from the dome knuckles of the prolate and the oblate cylinders. Finally, it is recommended that, to comply with DOT CFFC 2007, the dome shape should be designed and fabricated as guided by the isotensoid dome theory.

Development of Wind Turbine Simulation System Based on IEC 61400-25 Standard

  • Lee, Jae-Kyung;Kim, Dong-Wook;Kim, Seok-Tae;Chae, Chang-Hun;Park, Joon-Young
    • KEPCO Journal on Electric Power and Energy
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    • v.5 no.4
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    • pp.349-359
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    • 2019
  • This paper introduces a wind turbine simulation system based on the IEC 61400-25 standard to simulate different kinds of wind turbines. A unified communication protocol was required for monitoring and control of wind turbines, because manufacturers had used their own protocols for their turbines. As a result of such an effort, the international standard IEC 61400-25 was established. To implement the schema of IEC 61400-25, the IEC61850 SCL was modified and applied to the simulation system, which enabled the system to be compatible with heterogeneous wind turbine information models. The developed simulation system can be used for interoperability tests with a new type of wind turbine information model.

A Study on the Microswitch Support Modification (마이크로스위치 서포트 변경에 관한 연구)

  • Choi, Jin-Soo;Lee, Soo-Young
    • Proceedings of the KSR Conference
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    • 2006.11b
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    • pp.771-778
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    • 2006
  • Before the Flap type GATE is introduced until, the Turnstile type GATE was plentifully used. The Turnstile type GATE is used plentifully from the Seoul metro, Busan Transportation Corporation and Korea Railroad Corporation. From the Turnstile type GATE, the micro switch breakdown is occurred by the contact of the micro switch which perceives a Turnstile rotation and the cam. The breakdown is cause of the passenger inconveniently. In order to prevent the breakdown which is caused by Micro switch contact, Microswitch support used the sensor in Turnstile rotation perception. The sensor which is used in test is Photo Sensor and Reed Sensor two type. The test result Reed Sensor was suitable in underground environment. When using the RF card, RF card processing came to be quick

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A Case Study on the High-quality DCM applied to the Foundation of Breakwater (방파제 기초에 적용된 고품질 DCM공법의 설계 및 시공 사례)

  • Kang, Yeoun-Ike;Shim, Min-Bo;Shim, Sung-Hyun;Kim, Ha-Young;Shim, Jae-Bum;Chun, Youn-Chul;Yoon, Jung-Ik
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.09a
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    • pp.815-826
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    • 2009
  • The paper presents a case study addressing the design and construction aspects for DCM(Deep Cement Mixing) method employed as the foundation of a caisson type breakwater with heavy weight(10,700 ton/EA) and a high design wave height($H_{1/3}$=8.7m). The DCM was designed for the project(Ulsan New Port North Breakwater Phase 1) by optimizing the pattern of DCM columns with a combination of short and long columns (i.e., block type(upper 3m)+wall type(lower)) and considering overlapped section between columns as a critical section against shear force where the coefficient of effective width of treated column($\alpha$) was estimated with caution. It was shown that the value can be 0.9 under the condition with the overlapped width of 30cm. In addition to that, a field trial test was performed after improving conventional DCM equipment (e.g., mixing blades, cement paste supplying pipes, multi auger motor, etc.) to establish a standardized DCM construction cycle (withdrawal rate of mixing blades) which can provide the prescribed strength. The result of the field strength test for cored DCM specimens shows that the averaged strength is larger than the target strength and the distribution of the strength(with a defect rate of 7%) also satisfies with the quality control normal distribution curve which allows defect rate of 15.9%.

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Study about application of facility control using network type controller (네트워크 지향형 콘트롤러를 이용한 설비제어 적용에 관한 연구)

  • Lim, Jai-Il;Choi, Hyung-Cheol;Han, Chang-Ho
    • Proceedings of the KIEE Conference
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    • 2005.07d
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    • pp.2678-2680
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    • 2005
  • 본 연구는 산업현장에서 널리 사용되고 있는 PLC(Programmable Logic Controller)의 정의와 구조에 대해 설명하였다. 또한 기존의 유선형PLC에 IT기술을 접목시킨 네트워크 지향형 콘트롤러의 개념, 원리 및 산업현장 조건에 따라 네트워크시스템 제어방식을 달리 적용하여 최적의 시스템을 구현하는 유, 무선PLC의 적용사례를 연구하여 시스템 제어의 첨단화, 신뢰성, 경제성을 기술하였다.

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The estimation techniques of cable fault type and location (케이블 고장 종류 및 위치 추정 기술)

  • Yoo, Jae-Geun;Jeon, Jeong-Chay;Kim, Taek-Hee
    • Proceedings of the KIPE Conference
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    • 2014.07a
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    • pp.1-2
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    • 2014
  • 본 논문은 전기화재 통계를 분석하여 케이블 배선 관련 사고 위험성을 분석하였으며, 케이블 고장을 진단하는 상용화 기술을 정리하고, 최근 새롭게 제시되고 있는 케이블 고장 및 위치를 추정하는 신규기술 동향에 대하여 분석하였다.

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The Error Analysis of the Rain-Gauges typed of Tipping Bucket according to Rainfall Intensity (강우강도에 따른 전도형 우량계의 오차특성 분석)

  • Shin, Gang-Wook;Hong, Sung-Taek;Lee, Dong-Keun
    • Proceedings of the KIEE Conference
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    • 2005.07d
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    • pp.2507-2509
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    • 2005
  • Because the rain gauges of tipping bucket type can easily use the digital signal, the rain gauges are widely used for the meteorological observation. In general, the resolution of rain gauges of tipping bucket type can be categorized by the 0.1mm, 0.5mm, and 1.0mm classes. But, the error of the tipping bucket rain gauges is made by the intensity of rainfalls and is expected to make the standard calibration method for error measurement. Thus, we developed the hardware of standard calibration facility for rain gauges by weighting measurement method and proposed the standard procedure by rainfall intensity in this study. Also, we calculated the error for the rainfall intensity and obtained useful result through the proposed calibration method.

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