• 월간 기계설비
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• s.277
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• pp.48-55
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• 2013

국토교통부(장관 서승환)는 수직증축 리모델링 허용 등을 포함한 '공동주택 리모델링 제도개선 방안'(6.5 발표)의 후속조치로 노후 공동주택 거주 주민이 부담 가능한 범위에서 불편사례를 선택적으로 개선할 수 있도록 '맞춤형 리모델링' 활성화를 위한 연구용역을 마무리하고, 조만간 가이드라인을 제작 발표할 계획이라고 밝혔다. 가이드라인에는 주차장 부족, 배관 노후화 등 노후 공동주택 거주 주민들의 주요 불편사항(급 배수관 노후화, 주차장 부족, 난방효율 저하, 승강기 부족 등)을 효과적으로 해소할 수 있도록 단지 동 세대 내에서 각각 시행할 수 있는 총 39가지의 리모델링 아이템에 대한 소개와 공사비 등의 정보가 포함될 예정이다. 먼저, 단지내 리모델링에는 데크 지하주차장 신설, 녹지 보육시설 및 헬스장 등 확충, 노후상가 철거 후 별동 증축 등이 포함되며, 아파트 개별 동 내에서는 급 배수관/전기 통신/소방 등 노후 설비 교체, 승강기 신설, 코어증축(복도${\rightarrow}$계단식 변경) 등이, 세대 내에는 문 창호 및 내장재 교체, 단열 기밀 등 에너지 성능 향상, 실내공간 재배치 등이 포함된다. 특히, 아이템별 이주기간을 재실형과 이주형으로 구분하여 주민 선택의 폭을 한층 더 넓힐 것으로 기대된다.

• Journal of the Korean GEO-environmental Society
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• v.21 no.8
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• pp.5-13
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• 2020

During the construction of underground space expansion of old facilities, it is necessary to secure temporary residence space for existing residents as well as noise and vibration issues during construction, and in the case of commercial, industrial, and social use, damage is expected from suspension of the use of facilities. There is a need for a technology that minimizes noise and vibration during underground expansion, enabling the use of existing facilities even during construction. In this study, a practical underground extension model is proposed by analyzing the behavior of the temporary structure and the surrounding ground as a result of measurement at each construction stage for a actual construction site. In order to solve the problems that occurred during construction, the basement slabs were placed in advance after the initial excavation. The measurement results (building inclinometer, crack measurement system, structure inclinometer and surface settlement meter) at the site were reviewed to analyze the behavior of the temporary structure and surrounding ground. As a result, it was confirmed that the inclinometer of the building and the structural inclinometer showed a tendency that the displacement after the slab line was placed was reduced or converged. The placement of basement slabs during underground extension not only relived the noise and vibration problems during construction, but also secured the stability of structures.

• Journal of the Korean Geotechnical Society
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• v.36 no.8
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• pp.61-72
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• 2020

It is generally considered that differences of axial stiffness between exiting pile and reinforcing pile affect the load distribution ratio during vertical extension remodeling. But there are few cases to verify the effect of stiffness by field load test on load distribution ratio in Korea. In this paper, a series of load tests for micropiles were carried out to evaluate the effect of axial stiffness on the load distribution ratio. First, different types of micropiles were constructed so that conventional micropiles simulated existing piles and waveform micropiles simulated reinforcing piles. Secondly, load tests were performed to evaluate the stiffness of each piles. After then, the raft was installed to make a piled raft system and load tests were applied on foundation to verify the effect of axial stiffness on the load distribution ratio. The experimental results show that the stiffness of waveform micropiles were 2.5 times larger than that of conventional micropiles, and the load distribution ratio between existing and reinforcing piles was increased according to axial stiffness of piles.

• Korean Journal of Heritage: History & Science
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• v.46 no.4
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• pp.144-159
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• 2013

This study covers Namwoneupseong Fortress(南原邑城), Historic Site No. 298, which played a pivotal role in the urban development and military defense history of Namwon during the Joseon Dynasty. From the related historical records, Namwoneupseong Fortress was first constructed during the reign of King Seongjong. Discussion on the extension of Namwoneupseong Fortress, afterwards, was mainly guided by he traces of Yuingweseong Fortress(劉仁軌城). In other words, the original construction of the Fortress was in the original shape of the current Namwoneupseong Fortress, and Yuingweseong Fortress heavily impacted the extension works of Namwoneupseong Fortress. Although some studies covered Namwoneupseong Fortress and its overall construction process, no in-depth study exists on the original Namwoneupseong Fortress and Yuingweseong Fortress. This study covers the overall construction process of Namwoneupseong Fortress. At the same time, we tried to confirm inclusively and objectively the facts related to the relationship between Yuingweseong Fortress and Namwoneupseong Fortress, process and range of the expansion of Namwoneupseong Fortress among others through the location search of the originally built Namwoneupseong Fortress and Yuingweseong Fortress. The study discovered that Yuingweseong Fortress was built in A.D. 660~665 and that Namwoneupseong Fortress, which was built in the early stage of King Seongjong's reign, was extended along the traces of Yuingweseong Fortress towards the southeast. Furthermore, the study confirmed that Namwoneupseong Fortress is consisted of three sections - the section with Namwoneupseong Fortress's original walls preserved, newly constructed section, and the section following Yuingweseong Fortress's traces.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.39 no.2
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• pp.335-344
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• 2019

Micropiles are widely used for foundation underpinning to enhance bearing capacity and reduce settlement of existing foundation. In this study, the main objective is to evaluate underpinning performance of a newly developed micropile called waveform micropile for foundation underpinning during vertical extension. Finite element method (FEM) was used to evaluate the underpinning performance of waveform micropile in terms of load-settlement response of underpinned foundation and load sharing behavior. For comparison, underpinning effects of three conventional micropiles with different lengths were also discussed in this study. Numerical results of load-settlement response for single pile demonstrated that bearing capacity and axial stiffness of waveform micropiles were higher than those of conventional micropiles because of the effect of shear keys of waveform micropiles. When additional loads 20 %, which is according to design loads of the vertical extension, were applied to the underpinned foundation, load sharing capacity of waveform micropile was 40 % higher than conventional micropile at the same size. The waveform micropile also showed better underpinning performance than the conventional micropile of length 1~1.5 times of waveform micropile.

• Journal of the Korean Institute of Rural Architecture
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• v.1 no.3
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• pp.35-44
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• 1999

When modern farm houses were built, they were made up of only residential parts. So that many new accessory building-private residential room, toilet, warehouse, storeroom, barn, cattle pen and etc.-were made without any order around modern farm houses. This study is aimed at grasping how the process and contents of extension of the accessory building of modern farm houses have been changed, understands and explicates the reason why accessory buildings of modern farm houses were changed and bring forward better directions about accessory building of modern farm houses at Samchok seashore area of Kangwon Province. The way for it which be made good that the scenery of a rural district was ruined by accessory buildings distributes and develops various standard models about accessory buildings that they are becoming to modern farm houses.

• 월간 기계설비
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• s.282
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• pp.78-79
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• 2014

올해부터, 수직증축 리모델링이 허용돼 15층 이상의 공동주택은 최대 3개층 14층 이하의 공동주택은 최대 2개층까지 증축이 가능해지며, 건축 설비 환경 에너지 등의 업체가 참여해 에너지 성능 향상 리모델링 공사에 참여하는 그린리모델링 사업이 본격 추진된다. 또한 선도지역 8곳에서 도시재생사업이 본격화되어 정부 예산 243억원이 집중 지원될 예정이다. 한편, 하도급법 개정으로 하도급 부당특약이 금지되며 지급보증금 미지급 문제로부터 하도급업체가 보호받게 된다. 본지는 올해부터 달라지는 건설 중소기업 관련 각종 제도 개편을 게재한다.

• KLA journal
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• v.7 no.6
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• pp.48-48
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• 1966

• Monthly Korean Chicken
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• v.15 no.11
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• pp.66-69
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• 2009

• KLA journal
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• v.2 no.3
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• pp.35-36
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• 1961