• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2006년도 정기학술발표대회 논문집
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• pp.367-372
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• 2006

건설산업에서 정부는 발주자이며 최대 수요자 이고, 건설산업의 보호 ${\cdot}$ 육성 및 발전을 선도하는 견인차이다. 특히 발주와 낙찰제도는 발주자인 정부와 수급자인 건설업체 간의 계약관계만을 규정하는 것이 아니라 건설산업 전반에 걸쳐 큰 영향력을 가지게 되므로, 발주 및 낙찰제도는 건설산업 발전을 위한 정부의 의지표현이라 할 수 있다. 따라서 정부는 비효율적 요소의 개선, 비용효과 및 투자효율성 향상을 위하여 노력해야 할 것이다. 본 연구에서는 선진국과 국내의 발주 및 낙찰제도를 혁신의 주체, 의지, 핵심방향, 발주자의 의식변화 측면에서 분석, 시사점을 도출하여, 국내 발주 및 낙찰제도 개선방안을 정부와 민간 공동협의체 구성, 일관되고 지속적인 개선 추진, 개선의 목표는 효과/효율 향상, 발주자의 의식변화 및 역량강화 추진의 측면에서 제안하였다.

• 건축역사연구
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• 제28권5호
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• pp.7-18
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• 2019

The "Imwon Gyeongjeji(林園經濟志)", the largest encyclopedia of the Late Joseon Dynasty covers the details of the materials and construction methods related to everyday life's facilities. It is very useful to examine the "Imwon Gyeongjeji" for studying the materials and construction methods of the fences in traditional dwellings. Therefore, we tried to find the characteristics of the traditional fences exhibited in the "Imwon Gyeongjeji" by examining the construction methods shown in the book by structure of the fence. The results are as follow. First, the nine types of fence were listed in the "Imwon Gyeongjeji". Second, we could figure out the construction methods according to the structure of fences. The fence is divided into three parts: foundation, body, and roof. The body of the fence is a characteristic part distinguishing the types of fence. The foundation and the roof are related to the durability of the fence, regardless of the type of fence. The "Imwon Gyeongjeji" showed a robust manner in building fences than known today. Third, we found that the introductions and transformations of certain fence types. Fences such as Chuibyong(翠屛), Jeon Doldam(甎墻) and Bunjang were originated from China, yet has developed unique Korean styles in Joseon. It could also be seen that Kajo Zhang(哥窯墻) and Yonglong Zhang(玲瓏墻) were special fence types imported from China. It is not certain that the fences depicted in the "Imwon Gyeongjeji", represent the whole features of Joseon fences, but it is certainly an important literature to understand the structure and design of traditional fences of the Late Joseon Dynasty.

• 한국지반공학회논문집
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• 제29권1호
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• pp.71-80
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• 2013

2가지 시공법(즉 선단분출형슈방식, 선행굴착방식)으로 시공한 무소음 무진동을 위한 스크류콘크리트말뚝의 인접지반에서 시공 전 후 및 11개월 경과 시 원위치시험(CPT, SPT)을 실시하였다. 선단분출형슈방식 시공법의 경우 시공 직후 말뚝 중심~3.5D(여기서 D : 말뚝직경)의 영역에 있는 지반의 강도는 원지반 강도의 46%정도로 크게 감소하였으며 시공 후 약 11개월 경과 시 말뚝 인접 지반의 강도회복은 원 지반 강도의 71%정도로 나타났다. 선행굴착방식 시공법의 경우 11개월 경과 시 말뚝 인접 지반의 강도는 원지반의 전단강도까지 회복되는 것으로 나타났다.

• 국제학술발표논문집
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• The 6th International Conference on Construction Engineering and Project Management
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• pp.604-605
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• 2015

To secure quality of dam construction needs appropriate construction duration. Tight construction schedule may have negative influence on infrastructure quality, work safety and maintenance cost. It is necessary to reflect proper construction duration in the planning phase. There have been standards for estimating construction duration of building and industrial complex development but dam construction have not. In order to estimate construction duration of CFRD, feasible study reports and design reports were analyzed to acquire available information. After that, considering on construction duration methods such as comparison with similar cases, approximate estimating formula, approximate quantity assumption were adapted to Critical Path items. Hence, this study present framework for construction duration estimating of CFRD in the planning phase. This framework can be applied other types of dam along the same line.

• 한국공간구조학회논문집
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• 제11권2호
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• pp.129-138
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• 2011

지하공사는 상부층의 구조물과 연계된 시공순서에 따라 Bottom-Up공법, Up-Up공법 그리고 Top-Down 공법으로 대별할 수 있다. 탑다운 공법을 사용하면 건물의 본구조를 흙막이지보공으로 이용하면서 상층에서 하층으로 굴착과 구체구축을 반복하여 시공함으로써 인접구조물이나 주변 지반의 변위를 극소화 시킬 수 있다. 이는 토류벽의 안정성이 높으며, 각층의 바닥슬래브를 작업공간으로 사용하여 도심지 공사에서 작업장 확보가 용이하다. 그러나 굴토작업이 슬래브 하부에서 진행되므로 작업 능률 및 작업환경이 저하되고, 어스앵커 공법보다 경제성이 없다는 이유로 다소 회피하는 경우가 종종있다. 따라서 본 논문에서는 터파기 공사는 세미오픈컷 공법을 적용하고 흙막이 공법에는 지하연속벽(슬러리월)을 그리고 지보공으로는 C.W.S공법을 적용한 역타공법으로 대상현장을 중심으로 기존 역타공법과 경제성, 공사기간 및 작업성 등을 분석 제시하였다. 토사운반 및 철골설치공사 작업의 용이성과 PRD 공사의 정밀도 향상 등의 품질관리가 우수하며, 공기단축이 가능하였다.

• 한국건축시공학회지
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• 제23권2호
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• pp.175-185
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• 2023

OECD 국가를 대상으로 건설업의 노동생산성을 분석한 결과, 한국 건설업의 2019년 취업자당 노동생산성은 PPP 적용시 주요 선진국보다 낮은 수준이다. PPP 적용시 상대국을 100 기준으로 했을 때, 미국의 76.9, 일본의 88.4, OECD 평균의 85.1로 미흡한 수준이다. 특히 OECD 국가의 2019년도 건설업 취업자당 노동생산성을 분석한 결과, 한국은 25위 수준으로 OECD 35개 국가에서 차지하는 순위는 낮은 수준이다. OECD 국가의 건설시장규모와 건설업 노동생산성을 비교·분석한 결과, 건설시장규모가 큰 국가가 건설업 노동생산성이 높다고는 볼 수 없다. 따라서 본 연구는 건설업의 노동생산성을 향상 시키기 위해서 첫째, 스마트 건설기술을 건설현장에 접목하여 적극 활용하는 방안, 둘째, 건설현장 작업보다는 OSC 기술로 공장작업을 통한 현장 설치작업의 활성화 방안을 제안하였다. 마지막으로 모듈러 공법, 기술개발을 확대할 필요가 있다고 제안하였다. 향후에는 첨단 로봇과 공장자동화를 통한 탈현장 생산방식 및 모듈 개발을 확대하면, 건설산업도 제조업과 같은 생산방식의 개편으로 노동생산성이 높아질 것으로 기대된다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.707-716
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• 2011

It has been applied using cranes or insertion methods to install heavy structures to strengthen existing railway bridges. These methods are uneconomical because of two reasons. The first one is it is required to construct approach roads for heavy equipment and/or working yard. The second one is the electric lines shall be cutoff during construction. Both require additional construction cost and duration. In this study, new transport equipment was developed which can be applied to heavy structures up to 100 ton. Using this method, the heavy structure can be loaded into the new transport equipment at working yard and transported to the working site. This method can be applied, but not limited to railway bridge or roadbed rehabilitation. It was found that the precious construction can be achieved to install heavy structure using this method. The experimental construction to make non-ballast girder bridge composite with new pc deck slab using this method was carried out for Jewon bridge. The example bridge is in extreme condition because it locates above national road #38 within extreme transition curve and has 10 ‰ slope and skew. The experimental construction results were satisfactory both for safety and construction precision.

• 한국건축시공학회지
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• 제7권4호
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• pp.153-159
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• 2007

Recently, as a result of the economic growth, the concentration of population towards the cities and the rise in land prices, the demand for high rise buildings has increased significantly, the trend to build high rise buildings such as the mixed-use development buildings by the domestic construction companies continues. It's very important what kind of form work system is applied on the Core Wall of the high rise buildings to determine the economic efficiency for the whole project. That's because the appropriate selection of the Formwork system enables the construction cost lower, makes the good quality of the finished concrete, reduces the construction period, assurance of safety, and further more, it enables to achieve the successful performance of the projects. Therefore, this research, after comparing the strength and the weakness between the construction methods, focus the point to provide a builder the basic data to choose the right Formwork method.

• 환경영향평가
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• 제16권6호
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• pp.407-419
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• 2007

This study investigated the predicted and abserved outflow of groundwater which occurred during tunnel constructions. Among the 586 road construction projects from 1986 to 2006, 4 route 25 tunnel construction areas and 26 waste water treatment facilities under construction were studied. Most of the tunnel outflow prediction in EIA (Environmental Impact Assessment) process have been classified into the 17 types of units depending on the assessor's options, which have not conformed to the request of the residents and non government organizations. The investigation results showed that the outflow of underground water in tunnel construction areas averaged about $0.133m^3/km{\cdot}min$ with the maximum $0.386m^3/km{\cdot}min$, and that the outflow mostly occurred in the early stage of tunnel excavation and diminished gradually. The prediction of outflow of underground water in the EIA process showed excessive results compared to observed outflow, the even 51.7 times. Consequently for more realistic prediction, current EIA method for prediction of outflow of underground water in tunnel construction areas has to adopt numerical methods coupled with hydraulics and geologic informations from unit methods of present time.

• Structural Engineering and Mechanics
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• 제63권1호
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• pp.77-88
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• 2017

Correction Factor Method (CFM) is one of the earliest methods for simulating the actual behavior of structure according to construction sequences and practical implementation steps of the construction process which corrects the results of the conventional analysis just by the application of correction factors. The most important advantages of CFM are the simplicity and time-efficiency of the computations in estimating the final modified forces of the beams. However, considerable inaccuracy in evaluating the internal forces of the other structural members obtained by the moment equilibrium equation in the connection joints is the biggest disadvantage of the method. This paper proposes a novel method to eliminate the aforementioned defect of CFM by using the column shortening correction factors of the CFM to modify the axial stiffness of columns. In this method, the effects of construction sequences are considered by performing a single step analysis which is more time-efficient when compared to the staged analysis especially in tall buildings with higher number of elements. In order to validate the proposed method, three structures with different properties are chosen and their behaviors are investigated by application of all four methods of: conventional one-step analysis, sequential construction analysis (SCA), CFM, and currently proposed method.