• Title/Summary/Keyword: 지하건축공사

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Development of construction method for underground buildings with MSRC diaphram wall and study on flexural performance of MSRC diaphram wall (강재주열벽을 적용한 지하건축물 가설공법의 개발 및 강재주열벽의 휨성능 연구)

  • Chung, Jee-Seung;Na, Gwi-Tae
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.19 no.6
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    • pp.937-957
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    • 2017
  • Urban roads are not only congested with vehicles and pedestrians, but also have many pipelines buried to provide convenience for inhabitants. In addition, urban inhabitants live comfortably in buildings adjacent to the road for residence, business, commerce, rest and so on. Therefore, despite the high cost of land, urban underground buildings with high land use efficiency are constantly being built. Recently, the construction of underground buildings has caused social problems such as the collapse of surrounding roads and adjacent buildings. Institutional improvement is being actively carried out to improve this. In this study, a new type of MSRC diaphragm wall was developed and a study on the construction method of underground building was carried out. It is intended to secure the underground excavation safety of underground buildings in urban areas and effectively prevent land subsidence complaints. Also, a reasonable design method of MSRC diaphragm walls using the ultimate strength design method is presented through the flexural performance Experiment.

A Study on the Influence of Blasting Vibration and Sound on each Floor In High-rise apartment Building during Blasting Operation (고층아파트 인근 발파작업시 진동 및 폭음이 층별로 미치는 영향 연구)

  • 양국정;심동수;이종식;강대우
    • Explosives and Blasting
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    • v.20 no.1
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    • pp.15-23
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    • 2002
  • 1960년대 후반부터 시작된 경제개발계획과 주택정책으로 좁은 국토면적에 많은 주택을 보급하기 위하여 다세대 주택인 고층 아파트가 많이 신축되고 있으며, 고층 건물의 규모 및 그 수가 기하급수적으로 증가함에 따라 인근 건축물과 근접하여 시공하는 경우가 많아지고 있다. 구조물의 신축.증축 및 지하철 공사나 통신선로 등의 지하공간의 활용에 따라 타 공법보다 공사의 진행속도가 빠른 발파작업이 크게 증가하고 있으며, 도심지에서 인근 고층 구조물 및 건축물에 발파작업으로 인한 진동 및 폭음 등의 민원을 일으키는 직접적인 공해가 발생되고 있다. 본 연구지역은 부산 명장동의 "B초등학교 교지정지 및 교사 신축공사" 현장으로서 인근 고층아파트 103동, 104동 및 105동의 1층, 6층, 11층 및 16층에 계측기를 설치하여 발파작업으로 인한 진동 및 폭음이 층별로 미치는 영향을 검토하고자 하였다.검토하고자 하였다.

An Experimental Study on the Structural Performance of Lateral Resistance in Steel Elevator Pit (강재엘리베이터 피트 측압저항 구조성능에 관한 실험적 연구)

  • Hong, Seong-Uk;Kim, Tae-Soo;Baek, Ki-Youl
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.3
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    • pp.1-8
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    • 2019
  • Steel elevator pit was developed for the purpose of minimizing the excavation, simplifying the construction of the frame and economical efficiency by improving the problems that occurred in the existing reinforced concrete. It is common to apply conventional RC method through excavation to underground structures such as underground floor collector well and elevator pit. In recent years, the use of steel collector well and steel elevator pits to reduce construction costs by minimizing the materials of steel and concrete has been continuously increasing. The steel elevator pit is an underground structure and then the performance of the welding part and the structure system is important. Specimen with only steel plate and concrete without studs could support the load more than 3 times than the specimen with deck only. Therefore, even if there is no stud, the deck (steel plate) rib is formed and the effect of restraining the steel plate and the concrete during the bending action can be expected. However, since sudden fracture in the elevator pit may occur, stud bolt arrangement is necessary for the composite effect of steel plate and concrete. It is expected that the bending strength can be expected to increase by about 15% or more depending with and without stud bolts.

Estimating Construction Cost for Small-Sized Apartment Unit (소형공동주택의 적정건축비 추정방안 연구)

  • Lee, Yoo-Seob;Kang, Tae-Kyung;Cho, Hun-Hee;Huh, Young-Ki
    • Korean Journal of Construction Engineering and Management
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    • v.7 no.5
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    • pp.94-104
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    • 2006
  • The changed Korean government law associated with the public apartment housing supply, so called the $^{\circ}{\AE}$Apartment Sales Price $Cap^{\circ}{\phi}$, requires new system for estimating construction cost in order to set appropriate price. A model apartment project was carefully designed and its construction cost were analyzed in many different ways. Based on the analyses outcomes, 1,028,000 Won/m2 (excluding cost for underground parking lot) is the most appropriate Price Cap for a smaller than $85{\beta}{\geq}$ apartment unit. Further, it was revealed that the price have to be adjusted reflecting such factors as underground size; structural system; external complex quality; and consumer preferences. Findings from this study will enable the Korean government to realize faster and better application of the related laws. The methodology for obtaining appropriate apartment construction cost will also benefit for future researchers.

A Study on the Technological Improvement of Strut as a Permanent Structure (구조물 겸용 흙막이 스트러트 공법의 개선 연구)

  • Kim, Sun-Kuk;Hong, Won-Kee
    • Korean Journal of Construction Engineering and Management
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    • v.9 no.5
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    • pp.186-193
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    • 2008
  • The SPS, Strut as a Permanent System, method is widely adopted for the main structural member in addition to temporary strut function for the shuttering of excavation work. Although the SPS method has contributed to cost saving, time reduction, enhancement of structural stability, improvement of construction environment and so on at the building construction site, it caused the problems of increase of basement height and additional work for fire protection of steel structure. The increase of basement height caused the increase of shuttering depth and excavation, and the fire protection caused the additional cost as well as the deterioration of construction environment. In order to improve the problems, this paper is to propose a modularized hybrid structural system(HSD). The detail of the system is introduced and the structural performance and constructibility are proved through the experiment and site application.

The Economic Analysis of Underground Parking Lot Frames adopting 8-Bay Parking Modules (8-Bay 주차모듈을 적용한 아파트 지하주차장 구조의 경제성 분석)

  • Yu, Yongsin;Yoon, Bohyung;Kim, Minsu;Kim, Taewan;Lee, Chansik
    • Korean Journal of Construction Engineering and Management
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    • v.20 no.1
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    • pp.52-61
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    • 2019
  • On 30 June, 2017, the Ministry of Land, Infrastructure, and Transport announced the minimum size of parking section will be expanded in parking lots. The expansion of parking section could lead to increase in apartment prices because of increase in total area of the parking lots. It is necessary to adjust the column spacing and number in the parking lots and to apply the 8-Bay long-span parking module with good parking efficiency. According to the study, the construction cost of the 6-Bay module and 8-Bay module was almost the same. But The 8-Bay module was more economical than the 6-Bay module because of the reduction in total area of 8-Bay multi-moduel. The Result of construction cost of 8-Bay modules, Removal Deck-plate RC system was most economical. While the construction cost of PC system was higher due to increase in volume of the member, it would ensure sufficient economy by reducing the girder height to apply a pre-stress method. Also, the construction cost of hollow slab system was the highest. But it could be used as the underground parking lots for apartment, because it had the lowest cost per square meter. This Study has a academic significance by proving the applicability of the 8-Bay Module to underground parking lot of apartment. And it is expected that this study will be used as basic data to derive optimal construction method that applies 8-Bay Module.

영등포 점프밀라노 현장

  • Kim, Jong-In;Kim, Je-Sub
    • Journal of the Korea Institute of Building Construction
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    • v.4 no.1
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    • pp.16-27
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    • 2004
  • 본 영등포 점프밀라노 신축공사는 영등포구 영등포동 3가에 위치하고 있으며 지하2층에서 지상10층까지의 판매 및 근린생활시설과 지상11층~16층까지의 오피스텔(132세대)이 계획되어 있으며, 사업 시행사인 (주)점프 밀라노월드에서 역삼동의 점프밀라노 쇼핑몰에 이어 두 번 째로 탄생할 전문 쇼핑몰로 다양한 영등포 지역 수요층의 요구조건에 맞는 전문 쇼핑몰로 태어날 것이라 예상된다. (중략)

방배동 주상복합 현장

  • Kim, Jong-In;Yoo, Ki-Hyun
    • Journal of the Korea Institute of Building Construction
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    • v.3 no.4
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    • pp.26-30
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    • 2003
  • 본 방배동 주거복합빌딩 신축공사는 서초구 방배본동에 위치하고 있으며 이곳에서는 아파트 4개동 222세대와 오피스텔 61세대의 주거 및 부대시설로는 지하 주민생활시설, 근린생활시설이 신축되며 옥외 대지부분은 중앙광장과 공개공지, 분수대 설치 등으로 입주민뿐 아니라 지역주민과의 휴게공간으로 제공된다. 또한 지상25층 높이 약81M로서 이수교차로변에 위치하여 4통 발달의 교통요지에서 LANDMARK적인 건물로 자리잡게 될 것이다.(중략)

Effect of apparent cohesion in unsaturated soils on the ground behavior during underground excavation (불포화토 겉보기 점착력이 지하굴착시 거동에 미치는 영향)

  • Lee, In-Mo;Jung, Jee-Hee;Kim, Kyung-Ryeol;Kim, Do-Hoon;Hyun, Ki-Chang
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.12 no.2
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    • pp.117-127
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    • 2010
  • Gound excavation is frequently executed in unsaturated soil conditions. In this paper, the effect of apparent cohesion in unsaturated soils on the ground behavior during underground excavation is studied. The VPPE (Volumetric Pressure Plate Extractor) test, the unsaturated triaxial test and the trap-door test were carried out to figure out how the behavior of soils varies depending on the variation of apparent cohesion. The test results show that the ground behavior is almost identical if the soil is either fully dry or fully saturated. However, if the soil is partially-saturated with the increase of water content, the ground behaves quite differently. In summary, the apparent cohesion in unsaturated soils plays key roles when excavating underground structures.

A study on the Applied Technology of a Case for Underground Structures Considering Downtown Site Conditions (도심지 여건을 고려한 지하구조물 공사사례의 시공기술요소에 관한 연구)

  • Lee, Il-Jae;Maeng, Eun-Ju;Son, Hyeok;Lee, Jong-I;Kim, Hyung-Wan
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2012.11a
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    • pp.189-192
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    • 2012
  • Underground structure construction in the downtown is very difficult despite the development of construction technology. We have been a lot of research in order to solve the problem, it was a remarkable achievement. But there are still many difficulties. This study is to analyze the construction technology to demolish the existing underground structures and to build new building applied topdown method at the same time. This technology was effective to suppress interference between the exsisting structure and new building. Therefore, this technology is expected to be able to be used in similar cases in the future.

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