• 제목/요약/키워드: Super high-rise building

검색결과 143건 처리시간 0.026초

AN EVALUATION OF ENERGY PERFORMANCE IN SUPER HIGH-RISE APARTMENT HOUSING WITH EXTERIOR WINDOW TYPES

  • Sang-Ho Lee;Yong-Ho Park;Jong-Chan Lee
    • 국제학술발표논문집
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    • The 3th International Conference on Construction Engineering and Project Management
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    • pp.1637-1642
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    • 2009
  • This study evaluates the energy performance of super high-rise residential buildings with e-QUEST simulation and calculates the annual cooling and heating load. The result of this study have concluded that the most influential factor is the characteristics of the window and also suggest the most efficient window system from the result of calculation of different glasses' cooling and heating load. The result of this study shows that The most efficient method to enhance the energy performance is to use low reflective 3 pairs Low-E glass and Low-E coating(inside of outer glass) pair glass.

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Driving Burj Dubai Core Walls with an Advanced Data Fusion System.

  • Cranenbroeck, Joel Van;Hayes, Douglas McL;Sparks, Ian R
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.1
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    • pp.465-469
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    • 2006
  • In recent years there has been considerable interest in the construction of super high-rise buildings. From the prior art, various procedures and devices for surveys during and after the phase of erection of a high-rise building are known. High-rise buildings are subject to strong external tilt effects caused, for instance, by wind pressures, unilateral thermal effects by exposure to sunlight, and unilateral loads. Such effects are a particular challenge in the phase of construction of a high-rise building, in as much as the high-rise building under construction is also subject to tilt effects, and will at least temporarily lose its - as a rule exactly vertical - alignment. Yet construction should progress in such a way that the building is aligned as planned, and particularly so in the vertical, when returning into an un-tilted basic state.It is essential that a straight element be constructed that theoretically, even when moving around its design centre point due to varying loads, would have an exactly vertical alignment when all biasing conditions are neutralised. Because of differential raft settlement, differential concrete shortening, and construction tolerances, this ideal situation will rarely be achieved. This paper describes a procedure developed by the authors using GPS observations combined with a network of precision inclination sensor to provide reliable coordinated points at the top of the worldwide highest-rise building under construction in Dubai.

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초고층 건물의 엘리베이터 피난 대책에 대한 연구 (A Study of Elevator Assisted Evacuation for Super High-rise Building)

  • 황현수;윤아영;최두찬
    • 한국화재소방학회:학술대회논문집
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    • 한국화재소방학회 2007년도 춘계학술논문발표회 논문집
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    • pp.9-17
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    • 2007
  • 과거 수년간 엘리베이터를 이용한 피난은 지속적인 논쟁의 대상이었으며, 일반적으로 대부분의 국가에서는 화재 시 엘리베이터의 이용을 금지하고 있는 실정이다. 그러나 WTC 사고 이후 초고층건물에서 엘리베이터를 이용한 피난대책이 계획되고, 일부는 채택되고 있는 상황이다. 본 연구는 초고층 건물에서 엘리베이터를 이용한 피난이 얼마나 피난시간을 단축하는 지에 대하여 실제 건물 설계 사례를 중심으로 연구해 보고자 한다.

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초고층 공사 리프트의 그룹제어 시스템 적용을 위한 기초 연구 (A Preliminary Study to Apply Group Control System to Lifts for High-rise Construction)

  • 김태훈;임현수;김창원;김승우;조훈희;강경인
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2017년도 춘계 학술논문 발표대회
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    • pp.260-261
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    • 2017
  • The objective of this study is to propose the basic design plan of system by comparing and analyzing application environment of lift and elevator group control system, as preliminary study for the application of group control system to lifts for high-rise construction. The basic design plan is suggested in terms of group control algorithm, hall call system type, operation information recording device, information communication method, and operation method. The results of this study can be used as basic data for software and hardware design for application of group control technology of lifts for super tall building construction and ultimately contribute to improve the operation efficiency of lift for high-rise construction.

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Challenge in the Structural Design of Suzhou IFS

  • Zhou, Jianlong;Huang, Yongqiang
    • 국제초고층학회논문집
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    • 제10권3호
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    • pp.165-171
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    • 2021
  • Core-outrigger-mega frame system is used in Suzhou IFS with 95-story, 450 m-tall, which is beyond Chinese code limit. Besides simple introduction on design principle, structure system and analysis, key techniques including performance based design criteria, frame shear ratio, capacity check of mega column, human comfort criteria under wind induced vibration and TSD design were presented in details for reference of similar super tall building design.

초고층 주상복합 건축물 마감공사의 공종별 생산성 비교에 관한 연구 (A Study on the Productivity Analysis of Finishing Works on Super High-rise Mixed_use Building)

  • 홍보배;김용만;김주형;김재준
    • KIEAE Journal
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    • 제10권5호
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    • pp.165-170
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    • 2010
  • Super high-rise mixed use buildings require a longer period for construction. Especially finishing work takes up about 40% of the whole construction period. Thus, finishing work is becoming an important factor in determining the construction period along with earth work and frame work. As the expected returns added by the reduction of the period and cost in constructing super high-rise mixed use buildings are huge, the expectations are now increasing for the possible gains. In this respect, as the period of finishing work is easier to be shortened than that of frame work, the efforts to acquire the technical knowledge to reduce the finishing work period are now being required. Accordingly, in this study, we aimed at suggesting the basic data for designing an economic plan for finishing-work procedure by analyzing the productivity of each work type of finishing work procedure on the basis of the execution and results of a construction method as a time-flexible finishing work plan. For this, we categorized the work types of finishing work procedure into each work unit and provided a work-system for each of them. Also, with case studies, we calculated the detailed amounts of the work-loads, required materials, productivity, and productivity index of the main work types of finishing work procedure and each of their separate work units as well as analyzed the relationship between the value results to suggest a better way to improve its productivity.

초대형 매트기초 매스 콘크리트의 응결시간조정에 의한 온도균열저감 공법적용의 기초적 실험 (A Fundamental Test of Temperature Crack Reduction Method Application by Setting Time Control of Large-Scaled Mat Foundation Mass Concrete)

  • 한천구;이재삼;노상균
    • 한국건축시공학회지
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    • 제9권3호
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    • pp.95-101
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    • 2009
  • Constructing large-scale mat foundation mass concrete is increasing for the stability of building structure, because a lot of high rise building are being built in order to make full use of limited space. However, It is of increasing concerns that because limited placing equipments, available job-site and systems for mass concete placement in construction field do not allow to place great quantity of concrete at the same time in large scale mat foundation, consistency between placement lift can not be secured. And also, it is likely to crack due to stress caused by the difference of hydration heat generation time. To find out the solution against above problems, this study is to reconfirm the performance of normal concrete designed by mix proportion and super retarding concrete. The Fundamental test shows what happens if low heat proportioning and control method of setting time are applied at the job-site of newly constructed high rise building. The test result show that slump flow of concrete has been somewhat increased as the target retarding time gets longer, while the air content has been slightly decreased but this is no great difference from normal concrete. The setting time shows to be retarded as target retarding time gets longer, the range of retarding time increases. It is necessary to increase the amount of mix of super retarding agent in the proportion ration by setting curing temperature high since outdoor curing is about 6 hours faster than standard curing, which means the temperature of the concrete will be higher than the temperature of the surrounding environment, due to its high hydration heat when applying in a construction site. The compressive strength of super retarding concrete appears to be lower than normal concrete due to the retarding action in the early stage. However, as the time goes by, the compressive strength gets higher, and by the 28th day the strength becomes the same or higher than normal concrete.

초고층 건축물 건설공사 시 화재안전계획 수립에 관한 연구 (A Study on the Fire Safety Plan for High-Rise Building Construction)

  • 함은구;정명진;이명구
    • 대한안전경영과학회:학술대회논문집
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    • 대한안전경영과학회 2012년 추계학술대회
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    • pp.59-66
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    • 2012
  • Recently buildings are constructed in larger and higher scales and becoming more complex. Every country in the world is competing to build high-rise buildings. Korea also has and is constructing high-rise buildings, like the 123story Jamsil Lotte Super Tower. However from small to large scale buildings and on construction sites there still are fire safety accidents that occur continuously. Therefore to improve fire safety plan, examining the actual fire safety management and understanding fire risk analysis Using Fire Modeling through Computer Simulation. Fire safety management plan related fire safety cases were collected an dan analyzed for the study. Also hazard analysis of High rise Buildings under fire compared with existing fire law sand regulations.

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