지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학위논문
- 저자정보
- 지도교수
- 김용
- 발행연도
- 2013
- 저작권
- 동국대학교 논문은 저작권에 의해 보호받습니다.
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이 논문의 연구 히스토리 (2)
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초록· 키워드
오류제보하기
Since the temporary load capacity of the facility being used in construction site has been applied without precise criteria of demand factor, the load capacity would be excessively designed, resulted in many losses of the investment cost for the temporary facility and the overuse of the power.
So as to reduce these kind of losses, the analysis of the maximum peak demand power on several construction sites has been used in selecting the demand load capacity.
The demand factor of the tower cranes and construction lifts are used for the analysis of the maximum peak demand power in reducing total load capacity of the equipments. In addition, through this maximum peak demand power analysis, it is known that the heating load capacity on the subcontractor’s offices shall be considered as the maximum peak demand factor during winter season.
The maximum demand load hits the highest point when the structure of top floor is completed in winter time and at this time, the maximum peak load occurs.
This study is aimed at the reasonable calculation of total load for the temporary facility by applying the demand factor as per the maximum demand load resulted in the prevention of the loss of the temporary facility cost and the overuse of temporary power.
So as to reduce these kind of losses, the analysis of the maximum peak demand power on several construction sites has been used in selecting the demand load capacity.
The demand factor of the tower cranes and construction lifts are used for the analysis of the maximum peak demand power in reducing total load capacity of the equipments. In addition, through this maximum peak demand power analysis, it is known that the heating load capacity on the subcontractor’s offices shall be considered as the maximum peak demand factor during winter season.
The maximum demand load hits the highest point when the structure of top floor is completed in winter time and at this time, the maximum peak load occurs.
This study is aimed at the reasonable calculation of total load for the temporary facility by applying the demand factor as per the maximum demand load resulted in the prevention of the loss of the temporary facility cost and the overuse of temporary power.
목차
제 1 장 서 론 = 1제 2 장 임시동력 전기설비 = 22.1 공사현장의 전기설비 부하현황 = 22.2 임시동력의 수변전 설비 계통 = 3제 3 장 임시동력의 산정 = 53.1 부하용량 산정 = 53.2 조명설비 산정 = 143.3 타워크레인설비 산정 = 183.4 건설용 리프트설비 산정 = 253.5 세륜기 설비 산정 = 273.6 가설사무실 산정 = 283.7 배수펌프 산정 = 30제 4 장 부하밀도 현황 및 분석 = 314.1 종합설비 부하 밀도 = 314.2 각 현장별 최대수요전력에 따른 수용률 조정 = 594.3 각 현장별 수용률 조정에 따른 경제적 효과 = 61제 5 장 결 론 = 62참 고 문 헌 = 63Abstract = 64
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