• Title/Summary/Keyword: high-rise construction

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A Study on the Fire Prevention of High-Rise Apartment Buildings in Korea (우리나라 초고층 집합주택의 방재계획에 관한 연구(I))

  • 이영재;오병칠;반영식;윤명오;이건영
    • Fire Science and Engineering
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    • v.6 no.2
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    • pp.3-13
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    • 1992
  • As the society is industrialization and urbanization, the increase in density of urban population brought about the rise of the land value and the shortage of the land for housing, as a result urban housing shortage was on the rise in a new social problem. According to this high-rise apartment buildings is under construction, but that is required habitation and safety, especially security for fire safety, because it is various age group residents in for 24 hours. Consequently this study aims to present problems and countermeasures against fire safety of high-rise apartment buildings and to construct a residential space to minimize human life and property damage caused by a fire.

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A Study on Benefit/Cost Analysis of Re-Bar Connection Methods for Hyper Strength(SD500) Reinforcement (SD500철근 커플러 이음의 편익/비용분석에 관한 연구)

  • Kim, Jae-Yeob;Kwon, Yeo-Wool;Kim, Jun-Young
    • Journal of the Korea Institute of Building Construction
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    • v.8 no.2
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    • pp.81-87
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    • 2008
  • High-rise building is taking a place as one of building types from apartment housings to commercial buildings. With taking in account of stability and durability, strength of used materials is increasing gradually in these high-rise buildings. According to this, frequency in use of SD500 re-bar is increasing gradually in high-rise buildings. However the study of SD500 re-bar is insufficient because SD500 re-bar started to be used for domestic buildings lately. Specially because there is no guide or study to refer to, people get into difficulties when to decide the method of re-bar connection in construction using SD500 re-bar. Accordingly in this study, it suggests the method of estimating the economical efficiency on SD500 re-bar connection, and conducts benefit/ cost analysis on lapped splice and coupler splice by applying AHP theory, and then presents its result. After to analyze re-bar diameter of D25, 29, and 32, finally we attained the result that the coupler splice is advantageous in all parts of benefit/ cost more than the lapped splice.

Development of Temporary Facility Planning System for High-rise Building Constructions through the Analysis of Influence Factors (영향요소 분석에 의한 고층건축공사의 가설계획시스템 개발)

  • Jang Myung-Houn
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • autumn
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    • pp.164-173
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    • 2002
  • The high-rise building construction field in the urban area is short of working space because it is surrounded by adjacent buildings and nearby roads. The insufficient space causes problems of interference and conflicts in transporting materials and working at the site. These problems can be resolved partly through the proper selection and layout of temporary facilities. A method proposed in this paper supports a decision-maker to evaluate and select the alternatives of temporary facilities plans by establishing and analyzing processes and influence factors of them. Knowledges considered in planning temporary facilities layout are structurized and a program is implemented for a field manager. Case studies are performed to evaluate the feasibility and applicability of the proposed method.

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Development of Analysis Method for Long-Term Behavior of a High-Rise Building (초고층 건축물의 장기거동 해석기법 개발)

  • Seol, Hyun-Cheol
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.485-486
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    • 2010
  • In this research, a new analysis method which is able to examine the safety and to assess the serviceability of high-rise buildings from construction period to service life has been developed. The effect of both construction sequence and inelastic behavior of concrete has been considered in the developed analysis method in three dimensions. The more efficient analysis technique and modeling method for practical use were also suggested. For verification of the developed analysis method, the data measured in a high-rise building under construction was compared with the analysis results. Through comparison of the analysis results with the measured data, it was found that the analysis results generally simulated the trend of the measured data well in all cases.

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Developing the Towercranes Planning Process in High-rise Building Project (고층 건축공사의 타워크레인 계획 프로세스 개발)

  • Chae Hee-dong;Jang Myung-houn;Lee Hyun-soo
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • autumn
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    • pp.387-392
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    • 2001
  • The purpose of this study is to develop the process to support and evaluate experts' decision making on vertical transportation planning in high-rise building constructions. Experts generally carry out the vertical transportation planning by heuristic methods, so there is a possibility that their decisions failed. The failure of the vertical transportation planning can be result in much loss of time and cost. The process presented in this paper evaluates experts' alternatives, organizes the results of the vertical transportation plan, and then leads to the systematic flow of materials and crews.

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Compressive Strength Properties Surface Coating Lightweight Aggregate ITZ using Inorganic Materials (무기 재료를 이용한 표면코팅 경량골재 계면 압축강도 특성)

  • Kim, Ho-Jin;Jeong, Su-Mi;Pyeon, Myeong-Jang;Kim, Ju-Sung;Park, Sun-Gyu
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2022.04a
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    • pp.109-110
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    • 2022
  • Recently, it tend to increase the high-rise and large-scale of buildings and the developtment of construction technology can to be applied reinforced concrete structures to high-rise buildings. However, when a high-rise buildings is constructed with reinforced concrete, it has a disadvantage that buildings weight increases. In order to resolve the weight of reinforced concrete structures, various types of lightweight aggregates become development and research. Although lightweight aggregates can be reduced the weight of concrete, the strength of ITZ(Interfacial Transition Zone) is lowered due to its less strength than natural aggregates. In this study, an experimental study was conducted to coat the surface of lightweight aggregates with GGBFS(ground granulated blast furnace slag) to improve the strength of cement matrix mixed with lightweight aggregates. Result of this experimental study shows that the compressive strnegth of the surface coating lightweight aggregates was higher than general lightweight aggregates. Also, it was considered that this is because the pore at the ITZ of the surface-coated lightweight aggregates mixed cement matrix are filled with GGBFS fine particle.

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A Simulation Method for Considering the Outdoor Wind-Pressure in Calculation of Indoor Air-Flow in High-Rise Buildings (건물 내 공기유동 해석에 외부 바람이 미치는 영향의 분석)

  • Kim, Dae-Young;Song, Doo-Sam
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.28 no.2
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    • pp.55-62
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    • 2016
  • The air flows in building caused by thermal buoyancy, known as the stack effect, have a pronounced influence on both the indoor environment (thermal environment, noise, draught and contaminant diffusion) and energy needs in high-rise buildings. Prior studies for airflow in high-rise buildings were focused on the degree of stack effect and countermeasures. The wind pressure was neglected during the calculation of the indoor airflow in high-rise buildings to clarify the effect of thermal buoyancy in previous studies. However, wind is an important driving force of indoor airflows in buildings with the stack effect. In this study, the effect of wind pressure on indoor airflow in high-rise building when the stack effect is dominant in winter was analyzed. In this paper, methods that involved considering the wind pressure in airflow network simulation were analyzed.

DX Challenges in Azabudai Hills

  • Ayako Yasutomi;Shinsuke Inoue
    • International Journal of High-Rise Buildings
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    • v.12 no.3
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    • pp.241-249
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    • 2023
  • Azabudai Hills is located in the area connecting Kamiyacho on the Hibiya Line and Roppongi 1-chome on the Nanboku Line, and was planned as a district with three skyscrapers arranged around a plaza. Based on the concept of a "Modern Urban Village", the project integrates a variety of urban functions, including offices, residences, a hotel, an international school, commercial and cultural facilities. The construction of the 64-story and 330-meter-high, "A block" was extremely difficult due to its large scale and diverse uses. This paper presents a case study of DX challenges to improve productivity and ensure quality, as well as the resulting benefits and future challenges.

An Experimental Study on the Semi-Adiabatic Temperature Rise Test of Concrete Considering Outside Temperature and Specimen Size (외기온도 및 시험체 크기를 고려한 콘크리트의 간이-단열온도 상승시험에 관한 실험적 연구)

  • On, Jeong-Kwon;Kim, Young-Sun;Moon, Hyoung-Jae;Nam, Jeong-Soo;Kim, Gyu-Yong
    • Journal of the Korea Institute of Building Construction
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    • v.21 no.6
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    • pp.563-571
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    • 2021
  • Recently, due to the increase in high-rise apartment and residential-commercial complex buildings, a number of mega-class mass concrete members with a thickness of 3m or more have been designed. As the construction of mass concrete such as transfer beam and slab is increasing not only in foundation members but also in special structures, research on reducing temperature cracks in mass concrete is being conducted. To review temperature cracks in mass concrete, it is important to review the thermal properties of concrete, but it is difficult to use an adiabatic temperature rise tester in the field, so the semi-adiabatic temperature rise test is mainly used. In this study, to improve the accuracy of the results of concrete heat characteristics gained by the semi-adiabatic temperature rise test, various factors affecting heat loss compensation and methods were reviewed and presented.

Stack Effect in High-Rise Buildings: A Review

  • Mijorski, Sergey;Cammelli, Stefano
    • International Journal of High-Rise Buildings
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    • v.5 no.4
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    • pp.327-338
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    • 2016
  • This technical paper presents a detailed review of the stack effect phenomenon and of the associated implications pertaining to the design and construction of high-rise buildings in regions of extreme climatic conditions. The present review is focused on both the classical 'chimney' effect as well as on the reverse stack effect, which are respectively related to cold and hot climates. For the purposed of the work here presented, the ASHRAE (2013) design conditions of Astana (Kazakhstan) and Riyadh (Kingdom of Saudi Arabia) were selected. A 230 m tall residential building of rectangular floor plan was numerically modelled in the context of the climatic conditions of the two abovementioned cities and a number of sensitivity analyses were performed, covering parametric changes of: temperature, façade air tightness, site wind speeds and wind directions.