• Title/Summary/Keyword: Core-wall construction

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An Analysis of Planning Practice for Reinforced Concrete Core-Wall Construction in High-Rise Building Construction (초고층건물 R/C조 코어월 선행공사의 시공계획 실무에 관한 분석)

  • Ahn Byung-Ju
    • Korean Journal of Construction Engineering and Management
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    • v.5 no.2 s.18
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    • pp.194-201
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    • 2004
  • Core-wall construction method is applied in many high-rise building constructions. This is caused by the advantages of the method such as the effect of saved construction cost and shortened period. However, the analysis study of planning practice for core-wall construction shows matters take place during core-wall construction, such as increasing in construction cost and period. These matters result from the limited work space leading to low productivity, the activity interference leading to increasing in period, additional temporary work cost and time, and delayed concrete pour activity. A large part of these can be prevented taking place by very detailed and most careful core-wall construction plan. Therefore, this study suggests improvement directions of core-wall construction planning process focused on the cooperation system of a contractor between a sub-contractor and the process.

Corner Steel plate-Reinforced Core Wall System

  • Park, Hong-Gun;Kim, Hyeon-Jin;Park, Jin-Young
    • International Journal of High-Rise Buildings
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    • v.8 no.3
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    • pp.193-199
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    • 2019
  • For better structural performance and constructability, a new composite core wall system using steel plate columns at the corners of the core section was developed. Using the proposed core wall, nonlinear section analysis and 3-dimensional structural analysis were performed for the prototype core wall section and super high-rise building, respectively. The analysis results showed that, when compared to traditional RC core wall case, the use of the corner steel plate columns provided better structural capacity, which allows less wall thickness and re-bars. Further, due to such effects, the construction cost and time can be reduced despite the use of steel plate columns.

Improving Construability by Analyzing Influencing Factors of Core-Wall Construction (코어월 선행공법의 영향 요소 분석을 통한 시공성 향상에 관한 연구)

  • Ku Seong-Hun;Ahn Byung-Ju;Kim Jae-Jun
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • autumn
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    • pp.606-609
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    • 2003
  • The need of high-rise building is increased, because population is concentrated and the building site is limited in the city. Owing to this request buildings in downtown become more high rise. Therefore, we must develop the design, structure, high technology and materials. The core wall construction is one of the method of construction preferred because it cut down the cost and decrease the schedule. According to research in this study, we found that the selection process of core wall system form is focused on the schedule and cost. the construability is relatively failed to notice. As a result, the problem of construability is happened under the construction, it lead to delay the schedule and increase the cost. The purpose of this study is suggest to decision making process of core wall system form considered improving construction productivity.

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Several Issues Closely Related to Construction in the Structural Design of Wuhan Center

  • Jian, Zhou
    • International Journal of High-Rise Buildings
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    • v.11 no.3
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    • pp.189-196
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    • 2022
  • The practical difficulties of construction will impose many restrictions on the structural design, and the construction method can also provide unexpected ideas for solving design problems. Through the discussion of three issues closely related to construction in the structural design of Wuhan Center, this paper illustrates the importance of in-depth consideration of the construction situations in the structural design stage. The topics of "Connection between Embedded Steel Plates in Steel Plate Composite Shear Wall" and "Connection Joint between Outrigger Truss and Core Wall" are about how to facilitate on-site construction by simplifying and optimizing detail design. The topic of "Adjusting Internal Force Distribution by Optimizing Construction Sequence" is about how to make the construction process a tool for structural design.

Development of PC Double Wall for Staircase Construction (계단실 공사를 위한 PC Double Wall 공법 개발)

  • Suh, Jung-Il;Park, Hong-Gun;Hwang, Hyeon-Jong;Im, Ju-Hyuk;Kim, Yong-Nam
    • Journal of the Korea Institute of Building Construction
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    • v.14 no.6
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    • pp.571-581
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    • 2014
  • In the present study, hollow precast concrete wall (PC Double Wall) for staircase construction was developed. Comparing the conventional walls, the PC Double Wall can be reduced the lift weight using hollow core and improves the integrity between the PC members. The cross-section and re-bar details of the PC Double Wall were developed considering precast concrete manufacturing, constructability, and the structural safety. Particularly, a form system was developed to manufacture thin and hollow core PC wall efficiently. A mock-up test for a staircase using the PC Double wall was performed to verify the constructability and integrity of the PC walls. The test result verified that joint deformation and cracking did not occur as showing good constructability.

A Research on a Comparison between the Strength and Weakness of Each Formwork Methods in the Core Wall Construction (대형 시스템 거푸집 공법별 장단점 비교에 관한 연구)

  • Shin, Han-Woo;Kim, Gwang-Hee;Kim, Jae-Yeob;Cho, Hyung-Keun
    • Journal of the Korea Institute of Building Construction
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    • v.7 no.4
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    • pp.153-159
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    • 2007
  • Recently, as a result of the economic growth, the concentration of population towards the cities and the rise in land prices, the demand for high rise buildings has increased significantly, the trend to build high rise buildings such as the mixed-use development buildings by the domestic construction companies continues. It's very important what kind of form work system is applied on the Core Wall of the high rise buildings to determine the economic efficiency for the whole project. That's because the appropriate selection of the Formwork system enables the construction cost lower, makes the good quality of the finished concrete, reduces the construction period, assurance of safety, and further more, it enables to achieve the successful performance of the projects. Therefore, this research, after comparing the strength and the weakness between the construction methods, focus the point to provide a builder the basic data to choose the right Formwork method.

Working Posture Analysis Using OWAS method of Core Wall Construction in High-rise Building (OWAS기법을 활용한 초고층 코어월 공사의 근로자 작업자세 분석)

  • Lee, Junehyuck;Kim, Taehoon;Cho, Hunhee;Kang, Kyung-In
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2016.05a
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    • pp.72-73
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    • 2016
  • Working Posture is an important factor directly connected with quality and productivity of the construction project. In particular, High-rise building construction is required to manage the working posture due to the repetitive task and unfavorable working condition such as high place work, limited space. However existing construction planning of high-rise building construction has a negative effect on the labor's productivity because it is not insufficiently considered for working posture. Therefore the purpose of this study is to suggest a work that needs improvement by analyzing labor's working posture quantitatively using OWAS method. These results would provide the basic information to improve the productivity of the construction project by supporting the construction plan considering the working posture in high-rise building.

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A Study to Analyze the Assembly Process of Precast Concrete Wall Panels in Beam-Column Frame Apartment Buildings (보-기둥구조 PC공동주택 PC벽체의 조립공정 분석 연구)

  • Kim, Ki-Ho;Lee, Bum-Sik;Kim, Min-Jun;Lee, Dong-Gun
    • Journal of the Korea Institute of Building Construction
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    • v.24 no.4
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    • pp.495-506
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    • 2024
  • Unlike reinforced concrete(RC) construction, the primary determinant of construction schedule for precast concrete(PC) apartment buildings is the lifting equipment. To establish a dry process-centric construction schedule, this study analyzes the lifting unit process for core, internal, and external PC wall components, which differ from traditional PC components. By examining the assembly process of these wall types, the study aims to determine the construction cycle for a standard floor frame of a PC apartment building. The findings will serve as foundational data for developing construction schedules for PC apartment buildings utilizing PC walls.

Case Study of the Field-BIM for Precision Construction of Elevator Core Wall in Top-down Project (Top-down 공법 현장에서 엘리베이터 코어월 정밀 시공을 위한 시공 BIM의 적용 사례 연구)

  • Shim, Hak-Bo;Seok, Won-Kyun;Park, Soon-Jeon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2019.11a
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    • pp.108-109
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    • 2019
  • Top-down construction is a useful method of utilizing the working space, economic benefits and shorten the construction period. Precision construction of the elevator core is very important for safety of the top-down structure. In this study, the layout system for the field-BIM(Building Information Modeling) was used to precisely construct the elevator core in the basement and the ground. Through the layout system, it was possible to process the construction status, review the design results and construction errors, and confirm whether there is or not within the construction error range for elevator installation.

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A Study on the Controller of Core-Drill for Concrete-Wall (콘크리트벽 천공용 코어드릴의 제어기에 관한 연구)

  • Kim, J.S.;Lee, H.G.;Nam, S.B.;Ma, S.B.
    • Proceedings of the KIEE Conference
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    • 2006.10b
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    • pp.191-193
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    • 2006
  • We use electric drill for cutting wood. In electric drills, there is the core-drill that bores concrete-wall. The core-drill is used in construction or remodeling areas. Therefore we require safety in working with the core-drill. In this paper, new controller of core-drill for concrete-wall is proposed. Experimental results show the validity of the proposed controller.

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