• Title/Summary/Keyword: 초고층 공사

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Lightweight Gang Form Utilizing Engineering Composite Material (엔지니어링 복합소재를 활용한 갱폼의 경량화)

  • Lee, Changsu;Lee, Dongmin;Lee, Dongyoun;Cho, Hunhee;Kang, Kyung-In
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.05a
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    • pp.97-98
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    • 2018
  • Despite of its advantange on shortening framework period of a super-tall building, gangform is prone to high safety risk due to its heavy weight during operation. Thus, this study is conducted to investigate the applicability of a lightweight gangform made of engineering composite materials. Compared to the conventional gangform, the proposed gangform showed greater performance not only in reduction of safety accidents on-site, but also in constructability and environmental aspects. The results of this study are expected to be served as the basis for developing the lightweight gangform in future.

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The Application of using BIM(Building Information Modeling) for a Mega-Complex Building Construction - Focused on using for L-Project - (초고층 대형복합 건축공사에 있어 BIM 활용에 관한 고찰 - 해운대 L-Project 적용 성과를 중심으로 -)

  • Park, Hee-Do
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.06a
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    • pp.42-43
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    • 2020
  • Recently as construction projects have been complicated, it has been wearing thin to draw on their personal experiences for management. Although the advance of IT, using the technology for construction is insufficient in contrast to other industries. BIM has been steadily used in construction projects, but it is not easy to find the case of successful use. This research considers ways in which BIM technology can be applied to useful management on a construction site and derives a method of application of using BIM for a Mega-complex Building Project especially.

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Decision of the priority of Fire Endurance and Spatting Prevention Efficiency in High Strength Concrete at High Rise Building Work (초고층 건축공사 고강도 콘크리트 골조의 내화 및 폭렬 방지성능 중요도 선정)

  • Baek, Dae-Hyun;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2008.11a
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    • pp.804-807
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    • 2008
  • Recently, with the increase of high rise and huge scale building construction, the use of high strength concrete has been increasing. High strength concrete has dense pore structure, which is susceptible to be damaged due to fire attack. For this, many researchers provide proper fire endurance method. In this paper, to provide the priority for selecting fire endurance method in high strength concrete execution, AHP technique is applied based on expert questionnaire. Fire endurance performance efficiency and ordinary performance efficiency was selected for level 1. Fire endurance performance efficiency had larger weight than ordinary one.

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A Study on the Development of a Dry P0SCO E&C Fire Board Method with High Fire Resistance (건식화 P0SCO E&C Fire Board 공법 개발에 관한 연구)

  • Kim, Woo-Jae
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.721-724
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    • 2008
  • The present study was to develop a dry PFB method similar to the existing gypsum board construction method in order to apply the existing wet PFB method that uses fire.resistant adhesive. It was found that the existing wet method can produce concrete compressive strength of 80MPa and fire resistance of 3 hours with 30mm PF boards. The goal of development in this study was fire resistance of 3 hours through dry construction of 15mm fire resistant boards. The results of fire resistance test showed an increase in thermal durability and thermal strain. It is believed that inorganic fiber reduces thermal strain, and lowers heat insulation performance by 15% or less. This suggests that heat insulation performance was improved by the change in the inner composition of PF board resulting from the adjustment of Al:Si mol ratio, high temperature molding, and dry curing. According to the results of fire resistance test, when the dry PF method was applied, the temperature of the main reinforcing bar was 116$^\circ$C in 15mm, 103.8$^\circ$C in 20mm, and 94$^\circ$C in 25mm, and these results satisfied the current standards for fire resistance control presented by the Ministry of Land, Transport and Maritime Affairs. When a 3 hour fire resistance test was performed and the external properties of the specimen were examined, the outermost gypsum board hardly remained and internal PF board maintained its form without thermal strain.

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종합건설업체 탐방(19)-두산건설(주)

  • Korea Mechanical Construction Contractors Association
    • 월간 기계설비
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    • no.2 s.211
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    • pp.65-70
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    • 2008
  • 두산건설(주)은 1960년 동산토건으로 시작, 해외공사 및 국내 유수의 시공실적과 함께 지난 반세기에 걸쳐 앞선 기술과 품질로 건설산업을 이끌어 왔다. IMF당시 과감한 구조조정을 단행 하였고, 두산개발, 고려산업개발을 인수합병한 후 외형적인 성장 뿐 아니라 내실경영에 만전을 기하고 있다. 또한 시장환경변화에 대한 중장기 성장동력으로 복합개발사업, SOC민자사업, 도시개발사업 등 디벨로퍼(Developer)형 사업확대를 중점적으로 추진할 계획이며 이 중 복합개발사업은 후발주자로 시장에 진입했지만 지난해 1조3,000억원의 물량을 확보하는 등의 성과를 거둬 앞으로의 사업전망이 밝을 것으로 예상하고 있다. 두산건설(주)은 최근 부산 해운대에 아시아 최고 높이인 80층 주상복합아파트를 분양함으로써 초고층건물 시장에서의 입지를 다지고 있다.

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Availability Evaluation of Quasi Static RTK Positioning for Construction of High Rise Buildings and Civil Structures (고가(高架)구조물의 정위치 시공을 위한 준스태틱RTK 측위의 적용성 실험)

  • Kim, In-Seop
    • Journal of Korean Society for Geospatial Information Science
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    • v.19 no.4
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    • pp.119-126
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    • 2011
  • During precise survey on the top of High rise buildings and civil structures, optical surveying equipments like a Total Station are not recommended to use because of some reasons that uneasier alignment with reflectors located at the top of building, increasing error depends on increasement of observation distance and unavailable dynamic positioning etc. Recently various GPS positioning methods have been applied to this job however almost of them are post-processing method which is required much longer time during for whole process includes stake-out, cross checking, fixing positions and final inspections. Therefore, in this study, we applied with RTK surveying system which allows stake-out and inspection in realtime to avoid delaying of construction schedule and also applied with Quasi Static RTK measurement and network adjustment to get a high accuracy within a few millimeters in structure positioning to achieve a successful management for process and quality control of the project. As a result, very high accurate surveying for structures within approx. 2mm in realtime has been achieved when surveyor conduct a network adjustment using least square method for 4 base lines created by Quasi Static RTK data and we expect this method will be applied to construction survey for high rise buildings and civil structures in the future.

A Location Model for Tower Cranes of High-Rised Building Construction (고층건물 타워크레인 위치선정 모델)

  • Park Jung-Hyun;Lee Hyun-Shic;Hyun Chang-Taek;Koo Kuo-Jin
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • autumn
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    • pp.614-617
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    • 2003
  • Recently the demand of constructing high-rised building grows larger. So it becomes more important to make an exact plan of a tower cranes which has an important position in high-rised building construction. Nevertheless businessmen of construction sites only depend on a great store of experience without a clear process of locating tower cranes. The object of this study is to set up the process model for locating tower cranes. The study went off through a study of related documents, an interview with some experts and a visiting of job sites. In result the study suggests a process model which has four steps of considering an establishing, disjointing, a radius of working, easy working. Case study was examined to estimate the feasibility and applicability of the proposed model. As a result, the model is proven to be a method to locate tower cranes quickly and cleary, and to operate properly as a decision-making tool.

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A Study on the Application of Supply Chain Management in Curtain Wall Engineering (커튼월 공사에서의 공급사슬관리 적용에 관한 연구)

  • Park Sang-Woo;Park Sang-Jun;Kwon Won;Kim Chang-Duk;Chun Jae-Youl
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2004.11a
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    • pp.301-304
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    • 2004
  • The curtain wall engineering of local high-rise buildings consists of many phases such as design, curtain wail design, manufacture, procurement, construction and facility management, each of which also involves many' actors such as architect, curtain wall consultants, manufacturers, contractors, and facility managers. Moreover, the method for controlling the C/W process of each participant is needed. Eliminating wastes and problems existed in the C/W process can be more effective. What is more, it is necessary to improve the efficiency of the current process and to strengthen the competence through application of SCM to the C/W life-cycle. In addition, it is important that a ]ot of information transfer smoothly and share through information system. Therefore, this study aimed to propose the scope of application and the improvement directions in applying Supply Chain Management concept.

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Application of Supply Chain Management Concept to the Various Types of Curtain Wall Construction (커튼월의 공법 및 조달 유형에 따른 SCM 적용방안)

  • Moon Woo-Kyoung;Yun Soo-Won;Kim Yea-Sang;Chin Sangyoon;Park Ji-Hoon
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2004.11a
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    • pp.612-615
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    • 2004
  • Today, the curtain wall is used in many construction projects because of excellent economical efficiency and constructability. The life-cycle process of curtain wall construction consists of the architectural design, curtain wall design, manufacturing, const겨ction, and maintenance phase which has become one of the most important objects that have to be managed. Since the general management method focused on each separated phase, it has accompanied many problems such as increases of the cost and duration, and loss of productivity. To solve these problems, it is necessa교 to have a new management method based on supply chain management. Thus this research analysed the processes of stick system, semi-unit system, unit system, and panel system classified by the type of the curtain wall, and suggested proper methods of application of SCM concept to each type of curtain wall construction.

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A Numerical Analysis Study for Estimation of Ultimate Bearing Capacity and An Analysis of the High Capacity Bi-directional Pile Load Tests of the Large-diameter Drilled Shafts (대구경 현장타설말뚝의 대용량 양방향 말뚝재하시험 분석 및 극한지지력 추정을 위한 수치해석 연구)

  • Nam, Moonsuk;Kim, Sangil;Hong, Seokwoo;Hwang, Seongchun;Choi, Yongkyu
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.10
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    • pp.63-72
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    • 2011
  • The high capacity bi-directional pile load test is an optimum pile load test method for high-rised buildings. Especially, a high pressure and double-acting bi-directional pile load testing, a special type of the high capacity bi-directional pile load test, is the most practical way to overcome limitations of loading capacities and constraints of field conditions, which was judged to be a very useful test method for requiring high loading capacities. Total of 2 high capacity bi-directional pile load tests(P-1 and P-2) were conducted in high-rised building sites in Korea. Based on the field load test results, the sufficiency ratio of loading capacities to design loads for P-1 and P-2 were 3.3 and 2.1, respectively. For P-2, the load test could not verify the design load if 1-directional loads applied slightly smaller than the actual applied load. Also, high capacity bi-directional pile load tests were difficult to determine an ultimate state of ground or piles, although the loads were applied until their maximum loads. Hence, finite element analyses were conducted to determine their ultimate states by calibrating and extrapolate with test results.