• 건축역사연구
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• 제28권5호
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• pp.19-26
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• 2019

The subjects of this study were limited to Silla buddhist temple remains in the 6~8th century, where the excavation survey report was published and the details of the remains of the corridor are revealed. Since the corridor completes the structure of temple and is involved in formation of the space, the building plan for corridors is thought to have an intention linked to the entire temple. Thus, more closer study is required for this construction plan to identify the role of corridors. The corridor is a building that has a low architectural hierarchy and completes the layout and composition of the temple. In the unit planning of the corridor, unit were designed to be of a certain size in the temple layout. Then, the overall scale was made by adding the fixed size of unit. The combination of corridors are the combined points of paths and were used as visual points. The structure of the corridor was constructed to be adjusted according to the size of the main compartment of the building to which it was connected and inserted under the roof of the building. The adjustment of the unit changed in the range of 0.5 to 2 of Silla's system of measurement. The usage of embedded pillar in the corridor presents a new perspective on Silla architecture.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.808-813
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• 2009

Top-down method is widely used for urban area construction for its advantages in reducing environmental problems such as dust and noise, and saving construction cost depending on given conditions of a construction site. Because the excavation and construction of super- and sub-structures of the building have to be proceeded simultaneously, a column has to be embedded prior to excavation. This column is called a pillar column or pre-founded column. Usually a wide flange section is used for these columns. To place the columns, usually the diameter of casing holes needs to be larger than the section of the wide flange itself in order to accommodate a couple of tremie pipes for pouring concrete. In this paper, a newly developed method of using circular pipe as an alternative to the existing wide flange section is discussed. The crucial part of the new method is to develop a connection between the circular column and concrete flat slabs. For shear force transfer from concrete slab to the concrete filled tube (CFT) column, shear jackets with studs and shear bands are proposed. The studs are welded on the jackets at shop and placed around the circular column on site. The shear bands are welded on the outer side of the CFT at shop and inserted into ground with the CFT. Test results and application of the method to a construction site are also provided in this paper.

• 한국지반환경공학회 논문집
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• 제21권7호
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• pp.5-16
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• 2020

현재 경주지진 및 포항지진 발생으로 내진설계기준이 강화되어 기존 시설물에 대한 내진성능평가를 실시하고 있다. 기존 시설물의 피해를 최소화하면서 국한된 협소한 장소에서 시공이 가능한 마이크로파일공법을 개선하여 지진 시 내진성능효과를 확보하고자 한다. 개선방법은 주 기둥인 연직말뚝 주변에 우산형태로 경사말뚝을 시공하여 말뚝 상부의 사각접시형 플레이트에서 말뚝을 모두 일체화하는 것이다. 본 논문에서는 수치해석으로 사질토지반에서 다양한 지진파에 대해 우산형 마이크로파일의 수평변위 거동을 분석하였다. 수치해석 결과, 지반이 연약할수록 우산형 마이크로파일의 수평저항력의 효과가 우수하였다. 경사말뚝의 근입심도에 따른 분석결과, 동일한 지반강도에서 근입심도가 15m 이상일 경우에 수평변위 저감 효과가 뚜렷했으며, N치 30 이상의 지반에 정착하면 지진 시에 효과가 있는 것으로 확인되었다. 마이크로파일의 근입심도와 수평변위 억제효과가 비례하였으며, 대체적으로 지반이 약할수록 변위억제 효과가 컸다. 우산형 마이크로파일은 수직말뚝이 모멘트에 대한 저항을 하고, 경사말뚝이 축력에 대한 저항을 하는 복합저항효과가 있었다.