• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2001년도 학술논문발표회
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• pp.70-75
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• 2001

There is a problem to be solved for improvement of durability and safety for concrete When the waterproofing and anticorrosive work of main concrete are design, the material a of construction need to be correctly applied to appropriate circumstance conditions. Epoxy mostly been used for concrete water tank structure. Lately, lots of subjects on adaption res in mortar for waterproofing and anticorrosive are under discussion. Then, we attempt to approach by evaluating and comparing every capabilities with waterproofing materials in this experiment. Capability evaluation items include the bond age and curing conditions, the bond strength after accelerated weathering test and fret impact resistance, a mount of water, seepage quan Through the experiment analysis, we found that waterproofingtity, drinking water chemicals resistance. and anticorrosive resin mortar used with glass fiber cloth, inorgar material is dominantly superior to other waterproofing materials. According to this paper, we suggest the resin mortar as a new surface treatment material water tank structure.

• 한국농공학회지
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• 제18권4호
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• pp.4265-4273
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• 1976

1. Fine aggregates of concrete are very important for the construction works and construction cost determination. Most of fine aggregates are from the river sand, but the amount of storage in the river side is steadily decreasing due to continuous construction works. Therefore, another source of fine aggregates is needed to meet increasied demand of sand. 2. Beach sand is a possible source of fine aggregates. But rust of steel bar is caused by CL-chemical of beach sand. Therefore, desalinization of beach sand is requested to get durable reinforced concrete. Economical methods of desalinization are as follows. (a) Flooding and drainage method. (b) Washing of beach sand with water supply and mixing. (c) Spreading of beach sand on the land and leaching by rain water for a few month. 3. Hardening of concrete with beach sand is accelerated due to salt, Thus early stage strength increase leads to make cracks. Also later stage strength decreases and durability becomes worse. By using appropriate admixture, the quality of concrete can be improved.

• 한국건설순환자원학회논문집
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• 제5권3호
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• pp.84-93
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• 2010

지중전력선과 같은 원형 지하매설관의 경우 관의 하단부 다짐효율이 낮아 파손등과 같은 구조적 문제점에 항상 노출되어 있다. 이러한 문제점들 때문에 다양한 방법들이 강구되어 왔으며 그중 하나가 유동성이 뛰어난 저강도 콘크리트의 개발이다. 외국에서는 이미 오래전부터 연구개발을 진행하여 전력회사를 중심으로 이미 실용화 단계에와 있다. 하지만, 국내에서는 일반구조물에 대한 연구는 진행되었으나, 야간시간대 급속시공이 필요한 지중전력선 공사에 적용되는 급결 유동성 뒤채움재에 대한 연구는 최근에 이루어지기 시작했다. 본 논문에서는 고유동성을 지니고 급속 고화가 가능한 현장 굴착토를 활용한 유동성 뒤채움재에 대한 역학적 특성 및 3차례에 걸쳐서 실내모형 및 실물실험을 수행한 결과, 유동성은 교반시작 이후 약 9~15분내 타설 한계 유동성(160 mm)에 도달하는 것으로 확인되었고, 재료의 부력은 타설 초기에 급격히 발생하고 이후 점차 소산하는 것으로 확인되었으며, 그 값은 재료의 단위중량으로 계산한 이론부력의 약 70 %로 계측되었다. 본 연구에서 실험을 통해서 도출한 시공방법(배치플랜트를 이용한 타설, 스페이서 설치간격 1.8 m 및 타설 간격 2 m)을 적용시 시공품질, 작업성 및 구조적 안정성을 확보 할 수 있었다.

• 한국농공학회지
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• 제17권4호
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• pp.3931-3942
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• 1975

This study was conducted to investigate the strength of soil cement for varied curing temperatures (0,10,20,30,40,50,60$^{\circ}C$) and cement content (3,6,9,12%) in four cement-stabilized soils (KY: sand, MH: sand, SS: sandy loam, JJ:loam). The experimental results obtained from unconfined compressive strength tests were as follows: 1. According to increase of curing temperature as 30,40,50, and 60$^{\circ}C$, the unconfiened compressive strength of soil cement increased, the rate of increase in the early curing period was large, and around 120 hours was suifficient curing time to complete hardening. 2. The strength at 10$^{\circ}C$ decreased to the rate of 30 to 40 percent than that of 20$^{\circ}C$ while the strength at 0$^{\circ}C$ was very small, strength of soil cement increased in cold weather unless that the temperature was below 0$^{\circ}C$ 3. The average maximum temperature, about 30$^{\circ}C$ during July and August in Korea may be recommended for a optimum construction period to increase the strength of soil cement. 4. Accelerated curing time that strength was equivalent to 28-Day norma1 curing decreased in accordance with the increase of curing temperature, and also accelerated curing decreased the effect of cement content. Accelerated curing that strength was equivalent to 28-day normal curing for soil cement of cement content 9% and temperature 60$^{\circ}C$ was 45 hours; KY, 50 hours: MH, 40 hours; SS, 34 hours; JJ. 5. According to the increase of the percent passing of No. 200 sieve, accelerated curing times became shorter to become the required stength. 6. Relation between accelerated curing times and normal curing days was showeda linear of which slope decreased in accordance with the increase of curing temperature, it may be expressed as follows: (1). 30$^{\circ}C$ t=3.6d+6(r=0.97) (2). 40$^{\circ}C$ t=3.2d-5.1(r=0.95) (3). 50$^{\circ}C$ t=2.1d-4.0(r=0.93) (4). 60$^{\circ}C$ t=1.4d+4.0(r=0.90) in which t=accelerate curing time. d=normal curing day. 7. Accelerated curing time that the strength was equivalent to 35kg/$\textrm{cm}^2$ which was the strength of cement brick was 96 hours at temperature 30$^{\circ}C$ to SS 9%, and 120 hours at temperature 50$^{\circ}C$ to JJ 9%, Consequently, a economic soil cement brick may be made in future.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 춘계학술논문 발표대회 제6권1호
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• pp.107-110
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• 2006

In this study, recently it is urgently required that recycle promotion of construction and demolition waste concrete because urban development is accelerated and redevelopment project is rapidly expanded, production quantity of construction and demolition waste concrete is being increased. On the other hand, it is urgently required that problem solution of demand and supply unbalance of fine aggregate because the sea sand is restricted by exhaustion of river sand and intensification of environment influence evaluation. Therefore, it tries to conform in time necessity, there is the objective of this study to provide the fundamental data about the re-application as the comparison and analysis the quality present condition for the recycled fine aggregate in the inside and outside of the country. At the same time it will be able to improve the quality of the recycled fine aggregate waste as investigating the physical nature and a quality present condition of the recycled fine aggregate from construction waste.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2007년도 정기학술발표대회 논문집
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• pp.801-804
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• 2007

최근 건설 프로젝트가 대형화, 복잡화됨에 따라 건설 프로젝트 관리에 있어 정보관리 시스템의 역할이 커지고 있다. 이에 따라 PMIS의 개발이 가속화되고 있다. PMIS를 효율적으로 운용하는데 여러 문제점이 있지만 그 중 가장 시급한 문제는 표준화된 WBS가 없다는 것이다. 본 연구는 공동주택 공사의 건설공사를 중심으로 공공기관과 민간건설업체 4곳의 전문가들에게서 면담을 실시한 후 문제점을 파악 나아가 각 기관별 WBS를 비교, 분석 하였다. 분석결과를 바탕으로 통합WBS 개선안을 제시하였고, 사례연구를 통해 현재 사용되고 있는 PMIS의 활용방안 개선안을 제시하였다.

• 대한기계학회논문집A
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• 제39권12호
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• pp.1275-1280
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• 2015

카운터웨이트를 수명시험 하기 위해서는 실제 현장과 유사하게 2 톤의 무게를 가진시켜 주는 대형 가진기가 필수적이다. 그렇지만 이러한 장비를 일반업체에서 보유하여 시험하기는 어려우므로, 이러한 애로점을 해소하기 위해 본 연구에서는 첫번째로 2 톤의 중량물일지라도 건설기계의 신뢰성을 평가하는 전기터들로 구성되는 회전식 가진기를 사하여 실제 현장조건을 재현하는 시험장비를 개발하였고, 주요 구성품에 대해 카운터웨이트의 고장해석을 수행하였다. 두번째로 현장으로부터 필드데이터를 측정하여 수명시험에 활할 수 있도록 하였다. 마지막으로 성능과 수명을 확인하기 위해 가속수명시험법을 개발하였고, 제품의 고장발생 없이 $B_5$ 10,000 시간을 만족하는 가속수명시험을 완료하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.41-44
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• 2006

Increase in use of deck plates is accelerated by a manpower shortage and the high cost of construction. Some of problems including fire resistance, waterproof, and low corrosion can be solved by development of new deck plates. This paper evaluates the structural performance of the LAMO Deck which metal laths instead of galvanized steel sheet is covered by mortar.

• 한국항공우주학회지
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• 제50권12호
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• pp.839-856
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• 2022

우주 개발 경쟁은 지난 10년간 가속되어 왔으며, 많은 우주국들은 달 지상 탐사 및 유인 탐사를 목표로 연구를 수행 중에 있다. 장기적이고 지속 가능한 우주 탐사를 위하여 달에 유인기지와 기반 시설을 구축하고자 하는 계획이 전 세계에서 추진되고 있다. 하지만 건설에 필요한 재료를 지구로부터 운송하기 위해서는 천문학적인 비용이 소요된다. 따라서 달 현지의 자원을 활용하여 건설 재료를 생산하기 위한 기술이 개발되고 있으며, 그중 하나로 월면토를 소결하는 방안이 제시되었다. 본 논문에서는 대표적인 다섯 가지 소결 기술들인 일반 소결, 태양열 소결, 스파크 플라즈마 소결, 레이저 소결, 마이크로파 소결 기술을 소개하고 향후 필요로 되는 연구 과제에 대해 논의한다.

• 국제학술발표논문집
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• The 5th International Conference on Construction Engineering and Project Management
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• pp.437-443
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• 2013

Recently, sustainable building design, a growing field within architectural design, has been emerged in the construction industry as the practice of designing, constructing, and operating facilities in such a manner that their environmental impact, which has become a great concern of construction professionals, can be minimized. A number of different green rating systems have been developed to help assess that a building project is designed and built using strategies intended to minimize or eliminate its impact on the environment. In the United States, the widely accepted national standards for sustainable building design are known as the LEED (Leadership in Energy and Environmental Design) Green Building Rating System. The assessment of sustainability using the LEED green rating system is a challenging and time-consuming work due to its complicated process. In effect, the LEED green rating system awards points for satisfying specified green building criteria into five major categories: sustainable sites, water efficiency, energy and atmosphere, materials and resources, and indoor environmental quality; and sustainability of a project is rated by accumulating scores (100 points maximum) from these five major categories. The sustainability rating process could be accelerated and facilitated by using computer technology such as BIM (Building Information Modeling), an innovative new approach to building design, engineering, and construction management that has been widely used in the construction industry. BIM is defined as a model-based technology linked with a database of project information, which can be accessed, manipulated, and retrieved for construction estimating, scheduling, project management, as well as sustainability rating. This paper will present a framework representing the building knowledge contained in the LEED green building criteria. The proposed building knowledge framework will be implemented into a BIM platform (e.g. Autodesk Revit Architecture) in which sustainability rating of a building design can be automatically performed. The development of the automated sustainability rating system and the results of its implementation will be discussed.