• 한국농촌건축학회논문집
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• 제14권2호
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• pp.1-10
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• 2012

The purpose of this study is to provide the method of saving the construction cost per unit area of the New Hanok using the inner space of a roof as a floor space with a structural modification of it's roof. The proportion of a roof of the Traditional Hanok accounts for about a half of it's elevation, so it is an essential element of it. But, compare to the whole construction cost of the Traditional Hanok, it costs over a half of expenses to build it. Recently, at the traditional building type, it is found that the inner space of a roof of it is used as a floor space with a structural modification of it's roof. It can be divided into two types, the storage type and the living type. The New Hanok at downtown can accommodate various new lifestyle, so the length of it's Yangtong is longer than that of the Traditional Hanok. When we adjust the proportion of the traditional Hanok to the New Hanok, the height of the column and the roof of the New Hanok becomes also higher than those of the traditional Hanok. So, using the upper part of the column and the roof of the New Hanok, we can make the inner space of a roof of the New Hanok as a floor space -like a bed room, tea room, personal work space and a storage- vertically connect with the 1st floor as the main living area. As a result, it is expected to save the unit construction cost of the New Hanok and has an extensity of space when we build the New Hanok at downtown.

• 한국주거학회논문집
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• 제17권1호
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• pp.97-105
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• 2006

The purposes of this study are to find out the current status and features of earth housing, and to explore users' level of satisfaction and needs of improvement about earth housing. Primary findings are as follows: (1) The area of earth housing is generally 25-34 pyong and the construction cost of earth housing is usually 3,000,000-3,400,000 won per pyong. (2) The age of earth house users is generally forties, fifties, and sixties. And their occupation is usually retiree and farmer. The age of earth based pension users is generally twenties and thirties. (3) The construction method of earth housing is usually earth brick structure reinforced with wood structure and earth brick structure(adobe). (4) The finish of outer wall is generally earth brick laying and earth plaster. And the finish of inner wall is usually wall paper and earth plaster. Roof tile and asphalt shingle is frequently observed as roof finish. (5) Users' satisfaction about earth housing is investigated high level. Especially, the satisfaction degrees about faculty of humidity control, stink elimination, prevention from sick house syndrome, support for psychological stabilization and deep sleep are observed very highly. (6) Reduction of construction cost and prevention of crack is investigated as needs of improvement about earth housing.

• 한국건설관리학회논문집
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• 제16권1호
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• pp.110-118
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• 2015

표준품셈은 우리나라 건설공사에 있어 가장 기본적인 요소이지만, 표준품셈이 공동주택 건설공사에서 실제 투입 되는 노무량과 큰 차이를 나타내고 있다. 따라서 실적공사비방식에 의해 공사비를 산정하는 것이 합리적인 대안이 될 수 있으나 원가계산서상에 각종 경비 등에는 정확한 노무량을 파악하여야 비용이 산출될 것이며 공사 진도 관리를 위해 투입 노무량을 정확히 파악할 필요가 있다. 본 연구는 2000년 이후 준공 된 수도권에서 공동주택 건설공사에서 표준품셈과 실투입 노무량을 조사하여 비교한 결과 다음과 같은 결과를 얻을 수 있었다. 실제 투입 노무량은 조적공 1.184인/천매, 미장공 0.048인/$m^2$, 방수공 0.039인/$m^2$, 타일공 0.059인/$m^2$이다. 표준품셈 대비 투입율은 보면 조적공 59.8%, 미장공41.3%, 방수공 31.5%, 타일공 34.3%이다. 방수공의 투입 비율이 가장 낮고 조적공이 비교적 높았다. 따라서 우리나라 공동주택 건설공사의 노무량은 실적공사비를 토대로한 원가계산이 바람직하지만, 공사관리에서 노무량이 주요 변수인 만큼 실제에 근접한 표준품셈을 지속적인 보완이 필요할 것으로 보인다.

• 한국GIS학회:학술대회논문집
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• 한국GIS학회 1999년도 추계학술대회 발표요약문
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• pp.21-25
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• 1999

Planning support systems(PSS) add more advanced spatial analysis functions than Geographic information systems(GIS) and intertemporal functions to the functions of spatial decision support systems(SDSS). This paper reports the continuing development of a PSS providing a framework that facilitates urban planners and civil engineers in conducting coherent deliberations about planning, design and operation & maintenance(O&M) of water-distribution networks for urban growth management. The PSS using dynamic optimization model, modeling-to-generate-alternatives, value engineering(VE) and life-cycle cost(LCC) can generate network alternatives in consideration of initial cost and O&H cost. Users can define alternatives by the direct manipulation of networks or by the manipulation of parameters in the models. The water-distribution network analysis model evaluates the performance of the user-defined alternatives. The PSS can be extended to include the functions of generating sewer network alternatives, combining water-distribution and sewer networks, eventually the function of planning, design and O&H of housing sites. Capacity expansion by the dynamic water-distribution network optimization model using MINLP includes three advantages over capacity expansion using optimal control theory(Kim and Hopkins 1996): 1) finds expansion alternatives including future capacity expansion times, sizes, locations, and pipe types of a water-distribution network provided, 2) has the capabilities to do the capacity expansion of each link spatially and intertemporally, and 3) requires less interaction between models. The modeling using MINLP is limited in addressing the relationship between cost, price, and demand, which the optimal control approach can consider. Strictly speaking, the construction and O&M costs of water-distribution networks influence the price charged for the served water, which in turn influence the. This limitation can be justified in rather small area because price per unit water in the area must be same as that of neighboring area, i.e., the price is determined administratively. Planners and engineers can put emphasis on capacity expansion without consideration of the relationship between cost, price, and demand.

• 한국유기농업학회지
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• 제4권1호
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• pp.45-58
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• 1995

This paper studied production characteristics of organic farming products and analyzed management income and production cost of organic farming(rice). In order to analyze these points actually, this study was focused on pruduction activities of a producers' organization, Pulmoo Cooperatives in Hong-Dong Myun, Hong-Seong Region, Chung Nam Province. So the following results were obtained : In 1994, output level and an income rate of rice per unit area(10a) which was produced in organic farming method(O.F.M) was higher than those of general farming method(G.F.M) as about 5%, 7.4%. And management income size of the former was 1.8 times as large as that of the latter. But rice production cost of O.F.M was 1.93 times as much as that of G.F.M, particularily in labor cost and farming equipment cost, light and heat expenses, many other material costs. For the progress of organic farming O.F.M and equipmets should be developed much more, for example, the technics of prevetion against damages by blight and harmful insects and improvement of varieties, natural pesticides, agricultual application of microorganisim, construction of compost heat factory, etc. Since these technics and establishments have taken on the public goods, the development of those should be supported by government.

• 한국건설관리학회논문집
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• 제23권5호
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• pp.108-116
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• 2022

1989년 영구임대주택으로 시작된 공공임대주택 정책은 매 정부마다 새로운 공급유형을 도입하며 입주대상과 재고량을 확대하고 있다. 하지만 공공임대주택 사업주체는 공공임대주택의 적자누적으로 공급확대에 어려움을 겪고 있다. 본 연구에서는 장기공공 임대주택 재건축사업을 기존 장기공공임대주택사업의 누적적자 보전방안으로 제시하였다. 재건축사업으로 공급되는 분양주택 수익으로 누적적자를 보전할 수 있는 재건축사업의 용적률을 최소용적률로 정의하고, 장기공공임대주택 재건축사업의 특성을 고려한 수리적 접근으로 장기공공임대주택 재건축사업 최소용적률 수리모델을 제시하였다. 최소용적률 수리모델의 결정요인은 기존 장기공공임대주택 누적적자, 재건축사업 분양주택 토지면적, 단위면적당 분양가격, 단위면적당 사업비로 구성된다. 최소용적률 수리모델은 노후 장기공공임대주택 재건축사업의 건축규모에 대한 경제적 측면의 의사결정 지원과 도심지 내 주택공급 확대와 관련된 의사결정을 지원하는 이정표가 될 것으로 사료된다.

• 교육시설 논문지
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• 제23권6호
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• pp.27-34
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• 2016

Although the scale and number of university facilities have increased, the maintenance of these facilities has not been efficient as maintenance costs incurred during facility operation periods, as well as management time, have not been sufficiently considered. In this study, the maintenance record data of national universities was compared and analyzed to analyze factors that incur maintenance costs according to the uses and costs of the facilities. According to the results, the number of cases of maintenance and repair work for basic educational facilities was shown to be the largest, accounting for 79%. The number of maintenance and repair work occurred according to work type was examined. According to the results, the highest ratio of maintenance and repair work occurred in the field of construction, specifically, the maintenance costs required for facility supplementation accounted for the highest ratio. Maintenance costs per unit area decreased over time in the newer university facilities, while showing a tendency to increase in older university facilities. However, there were cases where maintenance costs did not show any trends due to factors such as the limited maintenance budgets owing to the characteristics of public service facilities and facilities in the stage of deterioration or destruction after the stage of stabilization. This study is considered to be helpful for efficient university facility maintenance plans and budget calculations.

• 교육시설
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• 제9권3호
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• pp.5-12
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• 2002

This study attempts to suggest a standard for maintenance and repair cost per each unit area, by analyzing the causes and cost of various maintenance and repair work in the university facilities. The result of my study on the data of maintenance and repair work for 12 years between 1990 and 2001 in the two campuses of the university that I selected for my case study is the following. (1) The yearly average for maintenance and repair cost in the facilities of the university with 67 old and new buildings for the past 12 years was $W4,422/m^2$. In addition, the repair cost based on the calculation of the degree of decrepitude of the buildings was $W10,291/m^2$. (2) The number of causes of maintenance and repair work increase steadily every year, due to the development of universities and changes in the educational environment. A special case like a university merger also appears, which also demands maintenance and repair work of university facilities. (3) It is important that a budget for interior maintenance is increased or added to an extent, in order to minimize the maintenance and repair cost of the university facilities, and to cope with changing educational environments flexibly. (4) The publication of a white paper that includes the planning of a building, construction process, and changes in design, seems to be required for the sake of users' convenience and efficient maintenance and repair work.

• 대한토목학회논문집
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• 제33권2호
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• pp.791-800
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• 2013

국내 도로 건설사업의 사업초기단계에서의 개략공사비 산정은 예비타당성조사, 도로업무편람, 투자평가지침에서 제시하는 도로의 평균단가 또는 표준단가를 기준으로 도출되는데 이는 공사비 산정 표준체계 부재 및 기초자료 갱신 평균단가를 적용하여 공사비를 산출하는 방식으로 본 연구의 대상인 특수 교량공사의 특성을 전부 반영하기에 미흡한 실정이다. 또한, 신속한 의사결정이나 대안선택이 결정되는 설계단계에서 소모적이고 획일적인 공사비 산정방식의 한계점을 개선하고 사업초기단계의 개략공사비산정 프로세스의 효율성 및 신뢰도를 높이기 위한 새로운 공사비 산정 모델을 개발이 요구된다. 이에 본 연구에서는 평균건설단가를 적용하여 개략 공사비를 산출하는 기존 방식에서 벗어나 대표공종 기반의 상세물량입력 모델을 구축하였다. 실적 공사비 데이터 및 공종별 원가자료를 기반으로 토목공사 수량산출 지침서 기준 전체 공종내역 중 공사비 누적비율 대비 95%이상을 차지하는 대표적인 공종을 도출하였다. 상부면적당 대표공종기반 단위물량 및 차로수별 공사비단가를 제시하고, 이를 활용하여 교량형식별로 상부면적당 공사비단가를 도출 및 검증을 통해 사업초기단계에서 업무추진 의사결정의 신뢰적 지원 및 효율적인 공사비 산정방식을 도출 하였다.

• 한국건축시공학회지
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• 제21권3호
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• pp.203-211
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• 2021

최근 건축물의 에너지 사용 저감을 위한 단열 설계기준은 강화되고 있다. 단열공사는 건축물의 단위면적당 1차 에너지 소요량 저감을 위한 가장 효율적인 방법임에도 불구하고, 건축 시공 및 준공검사 과정에서 단열성능에 대한 평가(검사) 기준이 없는 실정이다. 본 연구는 열관류율 측정장비(TESTO 435)를 활용하여 공동주택의 외벽 열관류율을 간편하게 실험 할 수 있는 방법과 분석기법에 대한 기준을 구축하여 객관적인 데이터를 제공하는 데 목적이 있다. 실험 대상 외벽의 단위면적당 비열(열용량)이 20 kJ(m²·K)를 초과하여 ISO 9869-1에 적합한 종료 시점의 데이터를 평균법으로 분석했다. 3일 연속 열관류율 측정값은 설계값 대비 +5% 이내로 허용오차 범위 내로 수렴했고, 일자별 열관류율의 표준편차는 1-Day > 3-Day > 2-Day 순으로 작아졌고, 시간대별 열관류율 표준편차는 00:00~24:00 > 19:00~07:00 > 00:00~07:00 순으로 줄어 들었다. 특히, 측정일자별로 00:00~07:00 시간대의 열관류율 값은 설계값 대비 -3%~+2% 편차로 거의 일치하였다.