• 한국건설관리학회논문집
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• 제5권3호
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• pp.106-113
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• 2004

건설산업의 고부가가치화를 위해서는 계획적인 원가절감에 의한 방법과 기능의 향상에 의한 방법 및 효율적인 추가 원가투입에 의하여 더 높은 기능 향상을 실현함으로써 부가가치를 높이는 방법을 추구하여야 할 것이다. 특히 건축공사에서 골조공사는 전체 공정 및 원가에 영향을 크게 미치는 주요 공정으로서 철저한 공사관리 계획과 관리가 요구되는 부분으로서 생산 활동 및 공사 방식 선정의 효과를 크게 볼 수 있는 항목이라 할 수 있다. 본 연구는 현재 도심지 공사에서 날로 증가하고 있는 지하공사의 비율을 감안하여 지하골조 공사의 성능개선에 초점을 두었다. 건축물의 지하골조공사에 있어 효과적인 공기 및 원가절감을 위하여 VE 기법을 검토하여 VE 프로세스와 분석차원을 모델링하고, 이를 현장에 적용, 사례연구를 통하여 그 타당성을 입증하였다. 따라서 본 연구는 건축물 지하골조공사의 VE 활용모델로서 기술대안 선정방식 수립의 기초적인 연구가 될 것으로 기대된다.

• 자연, 터널 그리고 지하공간
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• 제21권3호
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• pp.9-25
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• 2019

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 춘계학술논문 발표대회 제6권1호
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• pp.137-140
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• 2006

As underground construction is a large component of the cost of construction and a term of works in Top-Down construction, it is important to reduce the term of works in underground construction. The purpose of this study is to analyse buckling stress and load of prefounded columns as the process of excavation is changed, and propose a suitable process of excavation to increase the speed of works. When several floors are excavated, the valid buckling length of profounded column is increase and allowable buckling stress is decreased. The result shows that all columns are safe in buckling down to B3th story whether 2 stories or 3 stories are excavated straightly. However, several columns are not safe from B4th story when 2 or 3 stories are excavated straightly. With these results, a process can be designed that first B3 stories are excavated straightly, and then excavate B4th story putting concrete on B1st and B2nd story.

• 화약ㆍ발파
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• 제14권3호
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• pp.3-9
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• 1996

The scope of this cable works was as follows, it was drilled two shafts, NO. 1 shaft (${\phi}6.8m{\times}31m$), NO.2 shaft (${\phi}6.8m{\times}33m$), ) and it was connected two shaft in Tunneling. The first, it was needed to investigate the surey of influenced of vibration and noise by blastig to near by housing structure. 2nd, it was essential to decide the boundary line of influenced for agriculture water and portable water, by draw down of underground water. Blasting works has been done successfully without any problem, but by draw down of underground water, with in 250m level from #1 shaft, agriculture well drilled 8 place and portable water well drilled 7 place for near by farmers.

• 한국건축시공학회지
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• 제6권4호
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• pp.45-52
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• 2006

Top Down method is more widely used in downtown construction, recently. As underground construction constitutes a significant portion of the total construction cost and time in Top Down construction, it is important to develop a construction method to reduce the time required in underground works. The purpose of this study is to analyze load carrying capacity of Top Down prefounded columns on different excavation schedule. When several floors are excavated, the valid buckling length of prefounded column is increased and allowable buckling stress is decreased. The result shows that all columns are safe in buckling down to B3 story whether 2 or 3 stories are excavated. However, several columns are not safe from B4 story when 2 or 3 stories are excavated straightly. With these results, a process can be designed that the first three stories in the basement are excavated, and then excavate B4 story after placing concrete on B1 and B2 floor.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 추계 학술논문 발표대회
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• pp.9-13
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• 2009

Recently, construction in downtown is often done closely at the adjacent building. In this case, underground construction need to Basement Composite Wall(BCW) construction. However, generally, during the construction process of BCW form works have many problems that are narrow working space and inefficient time consuming. Despite of these problems, there was no quantitative research for the work time of BCM assembly. Therefore, in this study, work time of CBW form assembly in underground construction is identified by the work analysis. The results of this study reveal that buttress work of basement form take lots of time in the entire work process of Basement Composite Wall form assembly.

• 한국지리정보학회지
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• 제24권3호
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• pp.32-40
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• 2021

지하정보는 육안으로 확인이 어려워 안전사고가 발생할 경우 큰 사고로 이어질 수 있다. 최근 국토교통부는 「지하안전관리에 관한 특별법」 재정을 통해 지하매설물의 노후화 또는 파손으로 인해 발생하는 안전사고를 줄이고자 한다. GPR은 육안으로 확인이 어려운 지하공간의 정보를 습득하는 기술로 활용이 많아지고 있다. 그러나 GPR의 위치정보는 탐사 중 습득된 GPS 정보와 영상을 확인하여 보정한다. 이 방식은 평균 오차가 2m 정도 발생한다. 따라서 평면오차를 감소시킬 방안으로 LiDAR를 통한 보정법을 제시했다. 또한 제시된 방법을 활용하여 GPR정보를 보정하였다. 그 결과 오차가 최소 7cm에서 최대 40cm 수준으로 감소하는 것을 볼 수 있었다. 향후 수집된 정확도 높은 GPR 정보를 AI 등을 활용하여 신속하게 분석한다면 현재보다 더 빠르게 지하정보를 수집하고 활용하여 안전을 확보할 수 있을 것이다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 춘계 학술논문 발표대회 학계
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• pp.213-217
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• 2009

Underground structures are built into concrete like a architecture and public works. Concrete has watertightness as such, But buildings are leaking from the cracks. Recently, construction method do a lot of close construction in the downtown area. So architects are using the method for the outer layer of a two-layer wall to save spaces. They have been using Top-down method and waterproof agent method and others to outer layer of a two-layer wall method. But, There are many leakage in underground structure from lack on requirements performance of materials. Therefore, I hope to test the outside Waterproof Method of Ground using Wire-mesh and Non-hardening Viscosity Waterproof. In addition to, I wish to apply as outside waterproof method for the section for the outer layer of a two-layer wall in underground structure.

• 한국산업융합학회 논문집
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• 제25권4_2호
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• pp.673-686
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• 2022

Recently, as the importance of eco-friendly energy has increased hydrogen gas is in the spotlight as future energy. Due to its special properties, hydrogen gas is more difficult to detect requiring more precise sensing technology. The primary objective of this study is to design a concept of an underground hydrogen pipeline monitoring system. For this, the following research works are conducted sequentially; 1)selection of core technology for conceptual design, 2)state-of-the-art review, 3)design of a concept of the system. As a result, DAS(Distributed Acoustic Sensing), and DTS(Distributed Temperature Sensing) are selected as each core technology. Furthermore, a conceptual design of an underground hydrogen pipeline monitoring system is deducted. It is expected that the impact on the eco-friendly energy industry will be enormous due to the increasing interest in using hydrogen energy.

• 한국건축시공학회지
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• 제4권4호
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• pp.87-94
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• 2004

As the bentonite is main material to prevent from collapse of drilling hole at underground excavation works, it is increased using quantity on construction industry day by day. But, the discarded bentonite that is over using at underground excavation works is caused various enviromental trouble as soil and water pollution est. Therefore, this study aims to propose a foundamental report for pozzolan reaction of discarded Bentonite powder by heat-treatment and cooling as concrete mineral admixture. To find out pozzolan reaction ability of discarded Bentonite powder by indirect cooling & cooling using of water after heat-treatment, the experiments are excuted flow test & compressive strength on age of mortar using discarded Bentonite powder. As a result of this study, discarded Bentonite powder can be utilized as concrete mineral admixture by heat-treatment and especially, pozzolan reaction ability of discarded Bentonite powder is superior to the situation of 600℃. 60min ＆amp; cooling using of water.