• 한국산림과학회지
• /
• 제83권3호
• /
• pp.299-310
• /
• 1994

본 연구는 강원도 춘천군에 위치한 임업진흥촉진지역(林業振興促進地域)을 대상으로 총수확비용(總收穫費用)(임도개설비(林道開設費)+집재비(集材費))을 최소화하는 양방향(兩方向)-단계집재(段階集材) 및 이단계집재(二段階集材)를 위한 적정임도간격(適正林道間隔) 및 임도밀도(林道密度)를 산출하였다. 이때의 임도개설비(林道開設費)는 km당 천만원부터 6천만원까지이다. 그 결과는 다음과 같다. 양방향(兩方向)-단계집재(段階集材)에서는 케이블 크fp인이 적합하며, 적정임도간격(適正林道間隔)은 1,698m~4,192m,평균 3,087m이며, 임도밀도(林道密度)는 3.44m/ha~8.44m/ha, 평균 5.12m/ha로 산출되었다. 양방향(兩方向)-이단계집재(二段階集材)에서 중지형(中地形)은 중형집재기와 로깅부기의 조합기종이 적합하며 임도간격(林道間隔) 1,483m~3,481m, 평균 2,589m로서, 임도밀도(林道密度)는 4.05m/ha~9.46m/ha, 평균 5.90m/ha로 산출되었다. 또한 급지형(急地形)은 중형집재기와 진성윈치의 조합기종이 적합하며, 임도간격(林道間隔) 1,693m~3,982m, 평균 2,960m로서, 임도밀도(林道密度)는 3.68m/ha~8.64m/ha 평균 5.38m/ha로 산출되었다.

• 한국건설관리학회논문집
• /
• 제20권1호
• /
• pp.52-61
• /
• 2019

2017년 6월 30일 국토교통부는 주차단위구획의 최소 크기를 확대하는 것을 입법 예고하였다. 주차단위구획의 확대는 주차장 연면적의 증가를 초래하여 아파트 분양가를 상승시킬 우려가 있다. 그러므로 주차장의 기둥 간격과 개수를 조정하고, 주차효율이 좋은 8-Bay 장스팬 주차모듈을 적용할 필요가 있다. 연구결과, 주차단위구획을 확대한 6-Bay 주차모듈과 8-Bay 주차모듈의 공사비는 거의 비슷한 수준이었으나, 8-Bay 주차모듈의 연면적 감소 효과가 확인되어 8-Bay 주차모듈이 더 경제적인 것으로 나타났다. 8-Bay 주차모듈의 공사비를 분석한 결과, 탈형데크플레이트 RC공법을 적용한 모듈이 가장 경제성이 있는 것으로 나타났다. PC 복합화공법은 부재의 체적 증가로 인해 비교적 공사비가 높게 나타났으나, 프리스트레스를 적용하여 보 춤을 감소시키면 경제성을 확보할 수 있을 것으로 확인되었다. 또한 중공슬래브 공법 모듈은 가장 공사비가 높게 나타났으나, $1m^2$당 공사비가 가장 낮아 비용적 측면에서 아파트 주차장의 구조공법으로 적용 가능성을 확인하였다. 이 연구는 8-Bay 주차모듈의 공사비를 분석하고 비용적 측면에서 경제성을 확인하였다는 점에서 의의를 가지며, 향후에 8-Bay 주차모듈을 적용한 최적의 공법을 도출하는데 기초자료로 활용될 것으로 기대된다.

• 교육시설 논문지
• /
• 제24권6호
• /
• pp.3-10
• /
• 2017

The efforts for sustainable development in building construction is widely applied by global organizations, governments, etc. However, according to the researchers, if the green rating systems on the building, it is reported that construction costs and durations are increased compared to conventional buildings. In this respect, the objective of this study is to identify the construction costs between LEED and non-LEED buildings. The scope of this study is limited in 21 university buildings of Canada. The methodology is as follows: First, the data of LEED and non-LEED buildings are collected in every university building. Second, the average construction costs per square meter is collected and normality check is conducted. Third, to identify statistical significance, the difference of average construction costs is analyzed by using T-test. As a result, it is concluded that the construction costs of LEED buildings are increased by approximately 3.8% more than non-LEED buildings. In the future, the results of this study can be applied to analyzing the additional costs according to the LEED grade in educational buildings.

• 한국건축시공학회지
• /
• 제11권5호
• /
• pp.468-481
• /
• 2011

This research presents a strategy and information system to manage the logistics of delivery ready mixed concrete (RMC) under the integrated environment of PMIS+RFID. PMIS is system tool and technique used in construction sectors to delivery information. Information that can be extracted electronically in real time is more valuable than data gathered and maintained manually. RFID technology can help to improve data accuracy through supply chains and by identifying products and objects at specific points through automatic identification. The objectives of these two implementations can be able to improve the efficiency of logistics management for RMC truck process, and to verify the technical and practical feasibility of PMIS+RFID application in construction industry. This may be realistic given the dynamics of daily activities on construction sites. This research is focused on examples on real world case study, applications and research theme related and connected to PMIS+RFID technology. It demonstrated that PMIS+RFID technology has been automatically implemented and has shown process information about the RMC truck and the overall status information about it, both quickly and accurately. As a result, the construction site where needs 300 $m^3$ pouring (50 RMC trucks) per day can be reduced total 250 minutes. Moreover, this time saving is related to the labour cost saving. From the case studies, RFID+PMIS system was proven in terms of effectiveness rather than current method.

• 상하수도학회지
• /
• 제22권5호
• /
• pp.511-516
• /
• 2008

Since 1989, Advanced drinking water treatment processes began to build in Korea, especially the water treatment plants around the Nak-dong river stream due to sequential pollutant accidents. Moreover, Advanced drinking water treatment processes, ozone and GAC, are again to be built in water treatment plants around Han-river stream to control taste and odor, micro pollutants. However, there are still a lot of discussion to decide the processes to apply for advanced treatment. Thus there are still need to understand clearly on the cost evaluation of each advanced treatment processes. The cost evaluation was accomplished based on the data of six water treatment plants which are currently being either operating or constructing. Exceptionally, PAC(Powdered Activated Carbon) process was evaluated with cost estimation from construction company. The capital cost per unit volume of ozone process was significantly decreased as the treatment capacity increased. The capital cost was in the order of GAC, ozone and GAC. The operation cost decreased in the order of PAC, GAC and ozone. The total cost considering present value shows that ozone process covers 84% of ozone and GAC process for $30,000m^3/d$ capacity while it covers less than 35% for over 140 thousands $m^3/d$ capacity. Comparing GAC only, and ozone/GAC process, ozone/GAC process is more cost effective for high capacity water treatment plant.

• 대한건축학회논문집:구조계
• /
• 제34권3호
• /
• pp.43-52
• /
• 2018

This study is conducted to evaluate the performance of ceramic panels and painting materials for humidity control which are developed in non-plastic room temperature hardening structure as part of a project to improve a residential environment for the low-income class, rather than the performance of high-priced humidity control materials that are produced with the existing plasticity processing. The testing methods included the measurements of absorption & desoprtion of humidity per material; Mock-up Testing; an evaluation method of comparing the absorption & desoprtion performances of Ecocarat, ceramic panels and painting materials through Living Lab. According to the measurements of absorption & desoprtion per material, ceramic panels, E panel, and ceramic painting material showed 73.3g/m2, 96.6g/m2, and 111.1g/m2, respectively. That is, the performance of humidity control of each material was found to be good in the order of: Ceramic Paint > E panel > Ceramic Panel. According to performance evaluation testing with Mock-up test and Living Lab, Ceramic Paint, Ecocarat, and Ceramic Panels showed better absorption & desoprtion performances in the order.

• Advances in nano research
• /
• 제16권3호
• /
• pp.303-311
• /
• 2024

This paper conducts a thorough economic evaluation of integrating nanoparticles into concrete structures within the construction industry, aiming to elevate the material properties of concrete. Employing the Halpin-Tsai micromechanics theory for deriving the effective material properties of the nanocomposite concrete structure, the research investigates the nuanced impact of nanoparticles on various mechanical properties, including the modulus of elasticity, compressive strength, and their indirect effects on the percentage of reinforcement. Implementing the Euler theory to formulate the governing equation based on Hamilton's principle, the study delves into the pricing dynamics of nanoparticles and their influence on the overall cost structure of concrete structures. Notably, the findings reveal that a measured increase in the volume percentage of nanoparticles, up to 1%, results in a remarkable 78% improvement in elastic modulus and a substantial 142% reduction in armature percentage. Remarkably, from an economic perspective, the incremental cost associated with the integration of nanoparticles is relatively modest (around $1 per ton of concrete), considering the substantial enhancements in mechanical properties achieved.

• 교육시설
• /
• 제9권3호
• /
• pp.5-12
• /
• 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.

• Environmental Engineering Research
• /
• 제18권2호
• /
• pp.103-108
• /
• 2013

Vietnam is a developing country with the rate around 5%-6% per year, especially in urban areas. Rapidly developed urban areas lead to stress for infrastructure and the water supply is also stressed. In Hanoi city, total water capacity from the manufactories is around one million cubic meters per day and almost the entire main water source is groundwater but it is not enough to supply all of Hanoi's people, especially in the summer. A demo project is implemented in Hanoi University of Civil Engineering (HUCE) to produce drinking water by using the rainwater and membrane system and supply for people. In this project, rainwater is collected on the rooftop of the lecture building with an area of around $500m^2$ and $100m^3$ volumetric rainwater tanks. Afterwards, the rainwater is treated by the micro-membrane system and supplied to the tap water. Total cost for construction, technology and operation in the first year is around USD 48,558. In the long-term (15 yr) if HUCE invests in the same system, with $20m^3$ volumetric storage tank, it can provide drinking water for 500 staffs in every year. The cost of investment and operation for this system is lower than 30% compared to buying bottled water with the price USD 1.8/bottle. The drinking water parameters after treatment are pH, 7.3-7.75; turbidity, 0.6-0.8 NUT; total dissolved solids, 60-89 mg/L; coliform, 0; heavy metal similar with water quality in the bottle water in Vietnam.

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