• Title/Summary/Keyword: Prefabricated construction method

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Prefabricated Apartments Project Using Precast Concrete Large Panel System (프리캐스트 콘크리트 대형 패널을 이용한 조립식 아파트 공사)

  • 박의식
    • Proceedings of the Korea Concrete Institute Conference
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    • 1989.10a
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    • pp.49-52
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    • 1989
  • This report introduces the large scale prefabricated apartment project in Saudi Arabia designed and built by Hyundai Engineering and construction Co. as turn-key basis from ministry of Public works and ltousing of Saudi Arabia. This project using precast large panel system is 7,600 dwelling unit, total building area 1.8 mil sguare meters. Large panel system is a kind of industrialized building method which classified as monolithic system, total system and structural system. Hyundai Engineering and Construction Co. develop his own prefabricated large panel system for this project and named "HYUNDAI SYSTEM". The key point of this system is vertical and horizontal joints between panels. Also stability of whole building structure is especially important for this kind of prefabricated building. building.

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A Study on the Structural Stability of Prefabricated Strut for Ground Excavation Construction (지반굴착용 조립식 버팀보의 구조 안정성에 관한 연구)

  • Lee, Ki-Sun;Kim, Doo-Hwan;Song, Kwan-Kwon;Kim, Seong-Pil;Kim, Jeong-Hoon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.22 no.3
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    • pp.75-83
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    • 2018
  • In study, Structural stability was considered when applying the high strength strut method with improved general strut method. considered whether there is sufficient stiffness to so as not buckling to the maximum hypothetical earth pressure. also structure stability of the strut component was reviewed. The high strength strut method is a technique used in place of the general strut method. high strength prefabricated Strut method is a technique that has bolt holes drilled in the upper flange at regular intervals. As a result of the buckling analysis, it was considered that the safety factor increased by about 5 %. also Since the stress generated is below the allowable stress, it is judged that structural stability of the strut is ensured. In particular, the safety factor of axial compressive stress increases about 16 % with use of high strength steel when applying the high strength prefabricated strut method. the high strength strut method is construction method may shorten the construction period and there is no expense to purchase additional materials.

A Experimental Comparison Study on Structural Behavior of Prefabricated Bridge (조립식 바닥판 교량의 거동에 대한 실험적 비교 연구)

  • Han, Man-Yup;Kim, Seong-Dong;Jin, Kyung-Seok;Kang, Sang-Hun;Cho, Byung-Ku
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.25-28
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    • 2008
  • Currently, the prefabricated bridge having the effects to reduce the term of works and the cost of construction is often studied and countries such as America have already developed members, the parts of it, and the technique of construction. In addition, they have supplied them to the fields. The study of prefabricated method of steel composite bridge, which has the precast deck - plate and main girder fixed by high tension bolt and can resist horizontal sheer, is being progressed. However, it is difficult to understand the characteristics of the prefabricated bridge's behavior when the superstructure of the prefabricated method is analyzed by applying to the analysis model of existing bridges. Therefore, this study has the purpose of understanding real structural behavior of prefabricated bridge through comparison and analysis between the structural analysis model reflecting the characteristics of the real prefabricated bridge's superstructure and real size experiment.

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Behaviour of Multi-Storey Prefabricated Modular Buildings under seismic loads

  • Gunawardena, Tharaka;Ngo, Tuan;Mendis, Priyan
    • Earthquakes and Structures
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    • v.11 no.6
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    • pp.1061-1076
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    • 2016
  • Prefabricated Modular Buildings are increasingly becoming popular in the construction industry as a method to achieve financially economical buildings in a very short construction time. This increasing demand for modular construction has expanded into multi-storey applications where the effect of lateral loads such as seismic loads becomes critical. However, there is a lack of detailed scientific research that has explored the behaviour of modular buildings and their connection systems against seismic loads. This paper will therefore present the nonlinear time history analysis of a multi-storey modular building against several ground motion records. The critical elements that need special attention in designing a modular building in similar seismic conditions is discussed with a deeper explanation of the behaviour of the overall system.

Building construction process improvement using prefabricated materia (공업화자재의 활용을 통한 공정합리화)

  • Yoon You-Sang;Lee Hyung-Soo;Suh Sang-Wook
    • Korean Journal of Construction Engineering and Management
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    • v.4 no.1 s.13
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    • pp.90-96
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    • 2003
  • The purpose of this study is to present an improvement building construction process by using prefabricated materials. The current slab form work has waste factor by unnecessary process and not complete integration with the finishing process. Therefore the study used value stream analysis methodology for effective improvement of slab form work process. The main contents of the study are as follows; 1) Non-value adding activities were found at existing slab form work process by current state mapping(CSM) 2) Future state mapping(FSM) suggest process Integration to slab form work. 3) Slab form work is analyzed reduction time-cost by prefabricated material. The study recommends that, as a future research, development of tool and technique for the non-value adding activities are eliminated in building construction and application of prefabricated material should be increased.

Review of Design Guide and Case Study on Bored Prefabricated Piling Method in Architectural Building Foundation (건축기초에서의 매입말뚝 설계기준 및 사례)

  • Lee, Won-Je
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.10a
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    • pp.549-558
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    • 2008
  • Well known and widely used in urban area and limited installation condition, a low noise and vibration piling method which has being called Bored Prefabricated Piling Method was reviewed in terms of design guide, and introduced a few case as well. Among the areas being applied of that method, a structural guide of architectural foundation was reviewed and compared to civil engineering foundation area to provide wider information for the foundation engineers. With introducing a few case application including pile load testing review especially dynamic testing in normal building foundation work, engineers may have a useful information on the design and construction of the piling method even different engineering area. It may also make enhancement a view of foundation engineering knowledge to various pile foundation area.

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A Comparative Analysis for the Energy Performance of the Prefabricated Residential Modular Spaces (주거용 조립식 단위공간의 유형별 에너지성능 분석)

  • Park, Jongil;Han, Seung-Hoon
    • KIEAE Journal
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    • v.17 no.5
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    • pp.87-94
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    • 2017
  • Purpose: Prefabricated modular space such as a container construction has recently been interested unlike the conventional construction method, and their scale have expanded from small buildings such as cafes, houses and pensions to shopping centers, complex cultural spaces where shows and exhibitions are possible doing. In this way, the container is in the spotlight as an advantage such as mobility, flexibility, correspondence, economic efficiency, recyclability and so on. However, there are no specific guidelines and standard design methods in aspects of structural calculation, functional insulation and environmental configuration. Therefore, as the first step to resolve these problems, this study has focused on the field of environmental performance of container construction, presented appropriate guidelines and searched ways to improve performances. Method: For this study, seven types of the modular building were chosen and compared, and their energy performances have been analyzed using a proven simulation tool. Essential methodology and terminology were examined to estimate and judge their efficiency. Result: In conclusion, energy performances depend on specific configuration of combined unit spaces, and design guidelines cold be set up for promoting their use in the practical field.

Analysis of North Korea's Residential Environment Satisfaction According to Construction Method (건축공법에 따른 북한의 주거환경 만족도 분석 연구)

  • Kim, Eun-Young;Baek, Cheong-Hoon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.06a
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    • pp.222-223
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    • 2020
  • Recently, as the era of economic cooperation on the Korean Peninsula approaches, the role of the building sector, such as humanitarian reorganization of North Korean housing, is increasing. The purpose of this study is to find out the current location of North Korean housing standards through the North Korean Housing Survey. For the survey, a survey was conducted through 79 North Korean defectors. The main construction methods of North Korean housing are reinforced concrete, steel framed, wooden framed, masonry, and reinforced concrete walled and prefabricated. The residential environment satisfaction items consist of durability, waterproof, heating, ventilation, heat insulation, air tightness, mining, soundproofing, disaster safety, fire safety, and crime prevention. The result is as follows. The housing construction method in North Korea, which lived at that time, consisted of 21 people (30.88%) of reinforced concrete frames, 18 people (26.47%) of wooden frames, 17 people (25%) of masonry walls, 5 people of prefabricated structures (7.35%), and reinforced concrete. Two people (2.94%) were walled. Among these, the wooden frame type had the lowest satisfaction level for each item, and the reinforced concrete had a high level of dissatisfaction in the items of heating, confidentiality, and disaster safety, and the other item had a high level of satisfaction. The masonry wall type has a relatively high satisfaction level in terms of insulation, confidentiality, mining, and disaster safety.

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Construction Application of a Newly Developed Form-Latticed Prefabricated Steel Reinforced Concrete Column (Form-LPSRC 기둥 개발 및 적용 연구)

  • Baek, Hojin;Lee, Seung-Hwan;Kim, Sooyoung
    • Journal of the Korea Institute of Building Construction
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    • v.14 no.5
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    • pp.487-495
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    • 2014
  • Shortening the construction duration of structural frame work is extremely important because the work accounts for a major percentage of all cost and duration in large projects. For this reason, new construction methods to reduce the duration of structural frame work are being continuously studied and developed. A PSRC composite column, which uses steel angles instead of H-beams, has the advantages of flexural strength and ductility. Moreover, with this PSRC technique, conventional work for reinforcing bars in columns in practice can be skipped. However, one limitation exists in which the form work is still required. This research proposes a Form-LPSRC column method that is prefabricated with the column frame that includes permanent forms attached. Feasibility was examined with mock-up specimens and finally, the technique applied to real practice. Compared to the conventional SRC column method, this study demonstrated that the proposed technique has many advantages in construction duration, cost, quality, safety and environment.

Development of Automatic PBD Construction Quality Measurement System for Soft Ground Improvement (연약지반 개량을 위한 PBD 시공품질 자동측정시스템 개발)

  • Kim, Min-Ho;Mun, Sang-Don;Kim, Hang-Young;Kim, Tae-Young
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.12 no.2
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    • pp.605-610
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    • 2011
  • Soft ground improvement is essential to enhance strength of ground for construction in reclaimed land or shore. There are many method of soft ground improvement, and vertical drain method was widely used in many countries including korea. As vertical drain method is to plant many Prefabricated Vertical Drains in soft ground, it promotes consolidation and enhances strength. The PBD(Plastci Board Drain) that is excellent economy and workability was widely used in many countries as Prefabricated Vertical Drains. Construction quality of PBD is affected installation depth, pressure, perpendicularity. This paper describes the system developed that can automatically measure installation depth, pressure and perpendicularity for PBD. This system can reduce fraction defective of construction by auto faulty alarm and keeps the safety of operator by auto control system.