• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 춘계 학술논문 발표대회 학계
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• pp.29-32
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• 2009

Building foundations for Top-Down construction require a special setting, because the foundations have to be placed way before excavation for the substructure of main building, Usually, the foundation goes into the layer of rock and it is often called rock-pier foundation, Currently, a cage of steel reinforcing bars is inserted to the pre-excavated hole in the rock layer, hanging down from the wide flange steel column above. This paper presents a new method for connecting the prefounded column and the steel cage with a coupler for better connection between the two, The use of a circular Concrete Filled Tube (CFT) as a prefounded column makes it possible to have this type of connection. The details of the connection and application to a Top-Down construction site is also included in this paper.

• 한국건축시공학회지
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• 제18권3호
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• pp.277-283
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• 2018

공기를 획기적으로 감소시킬 수 있는 모듈러건축으로 유사 모듈이 반복되는 공동주택을 건설하는 안에 대해 현행의 시공방법을 고찰한 결과 설비시스템에서 개선할 점을 발견하고, 그 방법으로 공장제작과 현장설치부분을 구분해서 살펴보고 현재 모듈러생산사 실무진의 의견과 종합건설사 기술담당자의 의견으로 그 가능성을 확인하고자 했으며 그 과정에서 제기된 문제에 대해 원천적인 관점에서 쉽게 풀어나갈 수 있는 방법으로 유리한 설계안을 제안하였고, 접속부위의 누수하자와 같은 고질적 문제점에 대한 대안을 기재하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 춘계학술대회 논문집
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• pp.97-102
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• 2005

As the railroad-base is an important factor to maintenance the rolling stocks, it is essential to improve the current problems of the environment pollution, nose, vibration, welfare, work condition and to applicate the performance betterment cases to the new base construction and pre-base maintenance. When the new base construction and pre-base maintenance is proceeded, it is necessary to construct the optimized system which includes the user's opinions enough to prevent the waste of the budget ,in that some part of the budget is spent to improve convenience, work condition, and the fault of base system after the construction. Therefore, this research intends to present the problem of the pre-constructed facilities, the testing operators' opinions, the analysis and the investigation of facilities' improvement, thorough the indication of provisions and the analysis of the result of the survey of testing operators.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 2012년도 춘계학술발표회 초록집
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• pp.81-84
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• 2012

건축물에서 화재가 발생할 경우 연기에 의한 요인이 인명피해의 주요 원인으로 파악되고 있다. 특히 건축물이 고층화, 복합화, 대형화되면서 화재시 연기에 취약한 건축물이 증가하고 있고, 또한 기존의 연기제어 설계기준이 개선되어야 할 필요가 발생하고 있다. 이러한 요구에 부응하기 위해서는 새로운 조건에 대한 연기확산 및 연기제어에 대한 수행되어야 하며, 이론 수치해석적 연구와 더불어 실제적인 실험적 연구가 되어야 한다. 한국건설기술연구원 화재안전연구센터에는 5층규모의 제배연 실험동이 건립되어 있으며, 다양한 건축물 조건 및 연기제어 방식에 따른 실규모의 실험적 연구가 가능하도록 설비가 구성되어 있다. 본 논문에서는 이러한 Pre-Pilot Test Bed의 구축현황과 관련 실험내용을 소개하고자 한다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 가을 학술논문 발표대회
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• pp.233-234
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• 2022

In Korea, various policies are implemented so that the socially disadvantaged (disabled, elderly, pregnant women, temporary disabled, etc.) can easily access individual facilities and areas. As the nation's interest in the socially disadvantaged increases, the need for BF certification is also emerging in buildings in private facilities. However, this system requires a lot of cost and time in the examination process, so if certification fails, social costs and time losses are high. To solve this problem, this paper presents a measurement plan for mixed reality devices using HoloLens, a mixed reality device hardware that can pre-check BF certification based on augmented reality, and Unity 3D, MRTK, a development tool.

• 한국안전학회지
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• 제31권5호
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• pp.102-108
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• 2016

This paper presents a new strength method of underground box structures under additional surface load. An L-bracing using pre-flexed steel member threads called the "Pre-flex strength method" is used to improve capacity of the RC box structure under earth pressure due to additional surface load. The pre-flexed steel member is fixed the top and bottom of the structure after chemical anchor was installed by drilling hole on the box structure. The structural performance was evaluated analytically. 3 types of underground RC box structure were used; $2.0m{\times}2.0m$, $3.0m{\times}3.0m$ and $4.0m{\times}4.0m$. For the performance evaluation, structure analysis were performed on moment and shear resisting structures with and without pre-flex strength method. Numerical results confirmed that the proposed strength member system installed on underground RC box structures enhanced the strength capacity. The feasible region of the proposed pre-flex strength method in accordance with the earth pressure due to additional surface depth was evaluated.

• Steel and Composite Structures
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• 제21권5호
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• pp.1031-1043
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• 2016

Optimization of the construction scheme of the cable-strut tensile structure based on error sensitivity analysis is studied in this paper. First, the element length was extracted as a fundamental variable, and the relationship between element length change and element internal force was established. By setting all pre-stresses in active cables to zero, the equation between the pre-stress deviation in the passive cables and the element length error was obtained to analyze and evaluate the error effects under different construction schemes. Afterwards, based on the probability statistics theory, the mathematical model of element length error is set up. The statistical features of the pre-stress deviation were achieved. Finally, a cable-strut tensile structure model with a diameter of 5.0 m was fabricated. The element length errors are simulated by adjusting the element length, and each member in one symmetrical unit was elongated by 3 mm to explore the error sensitivity of each type of element. The numerical analysis of error sensitivity was also carried out by the FEA model in ANSYS software, where the element length change was simulated by implementing appropriate temperature changes. The theoretical analysis and experimental results both indicated that different elements had different error sensitivities. Likewise, different construction schemes had different construction precisions, and the optimal construction scheme should be chosen for the real construction projects to achieve lower error effects, lower cost and greater convenience.

• 건설안전기술
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• 제3권2호통권8호
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• pp.24-34
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• 1993

• 건설관리
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• 제19권5호
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• pp.41-46
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• 2018

• 건설관리
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• 제22권1호
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• pp.23-31
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• 2021