• Title/Summary/Keyword: Underground Construction

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Proposal on the Standard Water Leakage Diagnosis Manual of Leakage Type in Underground Structures Housing -Focused on Maintenance Plan - (공동주택 지하구조물 표준 누수 진단 매뉴얼 제안 - 유지관리 계획을 중심으로 -)

  • Kim, Soo Yeon;Lee, Jung Hun;Song, Je Young;Jang, Duk Bae;Oh, Sang Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.11a
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    • pp.221-222
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    • 2017
  • An analysis of the current water leak status of understand structure (underground parking lots, staircases, plumbing systems, water reservoirs, etc.) of multi-family housing in South Korea shows that water leaks are found from cracks in all areas of the underground structure caused by the degradation environment (water pressure by underground water, humidity, temperature, earth pressure, soil behaviour and vibration, etc.), which result in various problems, including mold, malodour, debonding of finishing materials, exfoliation, breakout, water leaks in electrical boxes, efflorescence, sedimentation of calcium hydroxide, decoloration, rusting, damages and pollution among others. Therefore, this study aims to analyse the current status of water leaks in underground structure and use the results as the basic data for developing a standard guideline for water leaks and maintenance by parts of the underground structure of multi-family housing.

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Development of Basic Construction Cost Estimation Model for Expansion of Underground Parking Lot Remodeling in Apartment Housing (공동주택 지하주차장 확대 리모델링 개략 공사비 산정 모델 개발)

  • Jeong, Eunbeen;Koo, Choongwan;Kim, Taewan;Lee, Chansik
    • Korean Journal of Construction Engineering and Management
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    • v.22 no.2
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    • pp.42-52
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    • 2021
  • The cost of remodeling parking lots of apartment houses accounts for about 20 percent of the total cost of remodeling. This means that when the remodeling cost of the underground parking lot is known, it becomes possible to estimate the total construction cost. The standard of estimation referenced when calculating the construction cost is difficult to apply to calculating the remodeling cost. Thus, a construction cost estimation model that reflects the characteristics of remodeling construction is necessary. This study developed a basic construction cost estimation model for expansion remodeling of underground parking lots of apartment houses that calculates the approximate cost of construction by reflecting the characteristics and design elements of remodeling. Based on literature review and consultation with experts, 37 activities of underground parking lot remodeling construction were derived. In order to enable calculation of approximate construction cost before the remodeling design drawing is finalized, the quantity calculation formula and unit price for each activity were presented. Based on expert advice, 13 factors that affect the increase in construction cost and weights of each factor were determined. As a result of applying three cases of remodeling complexes to the basic cost estimation model, the accuracy was confirmed to be 93 percent on average.

A Study on Planning and Geometric Design of Underground Roads (지하도로 계획 및 기하구조 설계에 관한 연구)

  • Kim, Nakseok;Bae, Seongsik
    • Journal of the Society of Disaster Information
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    • v.7 no.1
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    • pp.1-11
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    • 2011
  • Plans of underground roads have been established, and the possibilities of underground road constructions have been growing in Korea. However, the study on characteristics of underground roads, the enactment of law, and the establishment of design criteria haven't been conducted so far, if any. Based on these backgrounds, the paper presents the basic direction on the construction method of underground roads. It also investigates the needs and characteristics of underground roads and reviews domestic and foreign examples. Major results by implementing the research are as follows: 1) when selecting the route of underground roads, the use of underground space, technical aspects, and traffic systems should be comprehensively considered; 2) the design speed of underground roads will be 10km/h above the speed limit to secure safety; 3) disaster prevention facilities should be planned to connect high traffic management system for coping with unexpected situations. Although this study has a limitation that hasn't reflected the driver's characteristics on new spaces such as underground roads, it has some significance that it suggests the major reviewing issues on the construction of underground roads, and presents the direction through the previous study.

Floating & Underground Space Extension Method for New Seoul City Hall (서울 시청사 뜬구조 공법)

  • Choi, Young-Gil
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.05a
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    • pp.254-255
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    • 2013
  • New Seoul city hall completed in 1926 is a registered historical building. The remodeling plan has been developed for the expansion after the review by the governmental agency. Based on the plan, a new city hall should be constructed behind the current city hall while the facade, the main lobby and the dorm structure of the existing building, A new construction method, FUSEM, has been developed for this mission for the safety of the historical structure.

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The Analysis of Ground Behavior on the Crossing Construction Under Railroad Using Field Measurement (철도지하횡단공사시 현장계측을 통한 지반거동 분석)

  • 엄기영;신민호;김지훈
    • Proceedings of the KSR Conference
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    • 2001.10a
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    • pp.546-551
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    • 2001
  • We analysed the affection to subgrade that railway underground crossing construction make with studying displacement of subgrade of each construction methods and processing of Front jacking method and Pipe roof method with already-measured data(during the construction) and additionally-measured field test data in railway underground crossing construction. We measured vertical and horizontal displacement at two construction places of front jacking method and pipe roof method each, and we analysed the results of the measurement at each stage of construction to applied to the excution of construction.

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A Study on Construction and Utilization Plan of Underground Spatial Information DB for Earthquake Disaster Prevention (지진방재를 위한 지하공간정보 DB 구축 및 활용 방안 연구)

  • Kim, Soogyeom;Jang, Yonggu;Kim, Changkyu;Kang, Injoon
    • Journal of the Korean GEO-environmental Society
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    • v.14 no.9
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    • pp.49-56
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    • 2013
  • Looking at the changes in the earthquake of 33 years of South Korea, earthquake in the magnitude of 3.0 or stronger have been conducted about nine times a year on average, and the epicenter of the earthquake is moving towards the inland from the coast. As the possibility of earthquakes increase, it is time to require utilization of underground space integrated information for earthquake disaster prevention. But, now the data related to the characterization of the ground and geology in the areas weak against earthquakes is insufficient, so we need to collect new geology and the ground survey data on nationwide scale and have to establish earthquake disaster prevention plans through the joint use of the existing underground space information. In this study, we determined the scope of construction of underground space DB information that is needed for earthquake disaster prevention, presented the construction plan of DB static and dynamic information of underground space. It also suggested the utilization of underground space scheme information for built earthquake disaster prevention. The underground space information for earthquake disaster prevention that was built through determining the scope and constructing, planning the utilization of underground space information is supposed to used as DB of the integrated management system of underground space and steep slopes information for steep slopes and earthquake prevention by Emergency Management Agency.

Economic Evaluation of Underground Parking Lot PC Structural System that is Suitable for Long-Life Housing (장수명주택에 적합한 지하주차장 PC구조시스템의 경제성분석에 관한 연구)

  • Jo, Min-Joo;Kim, Jong-Sung
    • Journal of the Korean housing association
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    • v.26 no.2
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    • pp.103-110
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    • 2015
  • Precast Concrete (PC) construction method can be the one that is suitable for long-life housing due to its merit in respect of maintenance and durability based on crack-free from mass production with indirect construction cost-saving-effect due to shortening construction period comparing to the conventional construction method, but it has the problem that causes the raise of direction construction costs. So, this study analyzed its economic feasibility of PC method whose maintenance and durability are excellent for underground parking lot of apartment house for accomplishing cost-saving long-life housing by applying the various structural system. In evaluation of unit module structural system, two-way PC system requires 10 to 28% more costs for frame work than RC rigid frames, and, one-way PC system 98~112%. Although it varies depending on the method, the costs are similar to RC rigid frame structure, provided a proper method is adopted. Also, Model 11, which was most economical in the evaluation, was applied to an real parking lot and about 2 to 6% of construction costs was reduced than RC rigid frames. This seems to be because, although PC system has a higher production cost, introduction of P.S (prestress) reduces member depth and, therefore, height, as well as the number of members per unit module.

Railway Underground Crossing Method Using PC Slab (직접 PC슬래브설치를 통한 철도지하횡단 공법의 적용 연구)

  • Min, Kyung-Ju;Lee, Bang-Woo;Park, Byung-Yong
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.2439-2449
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    • 2011
  • Existing grade crossings between railway and roadway area gradually changed to grade separation systems by the law. In the case of new roadway construction which crosses railways, it shall be grade separation system in principle. With the railway underground crossing method, many practices have been developed which can minimize rail displacements and avoid rail release. With these methods, the effects to the train can be reduced. The underground crossing methods can be identified as open-cut methods and non open-cut methods. The open-cut methods include temporary support methods and special rail construction methods. Also the non open-cut methods includes pipe roof methods, front jacking methods, messer shield methods, NTR methods and JES methods. Among these, the most suitable method is applied considering safety, economy, class of each rail system (train passing frequency and velocity), etc. In the non open-cut methods, the cost and duration shall be increased to keep existing rail system during construction. In the open-cut methods which use plate girders, the rail speed shall be restricted due to the displacement and vibration of the girder. In this study new grade separation methods were developed. With this method, the safety during construction can be increased. This method refines temporary support methods, but pc slab girder with huge stiffness is applied instead of plate girders. With this method, the rail displacement can be reduced and higher safety can be obtained during construction. Also construction cost and duration can be minimized because the temporary work and the overburden soil depth can be reduced.

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A Investigation on the Quality of Shotcrete for Appliance of High-Performance Shotcrete (고성능 숏크리트 적응 가능성 파악을 위한 숏크리트 품질특성 검토)

  • Ma Sang-Joon;Choi Jae-Seok;Kim Dong-Min;Kim Jae-Shin
    • 한국터널공학회:학술대회논문집
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    • 2005.04a
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    • pp.131-141
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    • 2005
  • Korea shotcrete technology has been developed by constructing underground space, roads and rails for expanding Social Overhead Capital. To late, importance of shotcrete is raised due to the efforts for semi-permanent use of underground structure and a long term safety. Shotcrete testing method and quality criterion have been developed continusously in abroad, but there are no standard and quality criterion of shotcrete in Korea. International quality criterion has been used to domestic conditions, so various problems are occurred in construction field, material, mixture, equipment, and so on. In this study, to establish standard of domestic shotcrete, both criteria and quality of shotcrete were investigated and opinion poll was performed in the construction field. Indoor and field test were performed to investigate appliance possibility of high-performance shotcrete.

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A Study on the Flaw Prevention Countermeasure of Crack in Apartment House Underground Parking Area (아파트 지하주차장의 균열방지 대책 - 현장사례조사를 중심으로 -)

  • Jung Soon-Oh;Suh Sang-Wook
    • Korean Journal of Construction Engineering and Management
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    • v.3 no.1 s.9
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    • pp.115-123
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    • 2002
  • Recently all basement floor of apartment site have utilized as parking area to use efficiently space and to ensure lawful parking car figure. And the top of parking area has used as working vehicle's path and materials' carrying area during construction. Thus because crack and leakage status in underground parking area of under construction or completion building generate excessively not only performance of structure is diminished but also flaw repair cost is put in a lot of. And abroad confidence is diminish. So this study is intended to diminish flaw focus on investigation of under construction and completion fields through examine closely cause of crack and leakage status of apartment house underground parking area and prepare countermeasure with respect to design, construction and maintenance.