• Title/Summary/Keyword: Construction Detail

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Analysis on the Structure of Defect Consulting Report in Apartment Building (공동주택 하자감정서의 구성체계 분석)

  • Park, Jun-Mo;Seo, Deok-Suk;Kim, Ok-Kyue;Park, Gil-Bum
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.05a
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    • pp.166-167
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    • 2013
  • There has been a defect dispute of apartment building in Korea. The defect dispute is complicated by main issues and details of dispute. It is yet to be solved. Meanwhile, a judge does not a inspection and analysis, but, related field expert who contracted professional engineer does. As a result, defect consulting report that an important judgment is used in a defect dispute. Therefore, this study does research on structure of defect consulting report. A defect consulting report has same items, irrespective of a defect consultant as a result that check 7 indexes about 10 cases. It has different structure's details depending on each defect consultants. And, it inserts new detail or deletes existing detail, does not show clear distinction.

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A Study on Constructing Plane Section of Regular Tetrahedmn and Regular (바탕문제를 활용한 정사면체와 정육면체의 절단면 작도에 대한 연구)

  • Han, In-Ki;Kim, Moon-Sup
    • The Mathematical Education
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    • v.46 no.3
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    • pp.303-314
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    • 2007
  • In this paper we try to study a method of constructing plane sections of regular tetrahedron and regular hexahedron. In order to construct plane sections of regular tetrahedron and regular hexahedron first of all, we extract some base problems that are used for construction. And we describe construction process using base problems in detail.

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Front End Engineering and Design (FEED) for Project Management of Thermal Power Plant Construction

  • KIM, Namjoon;JUNG, Youngsoo
    • International conference on construction engineering and project management
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    • 2015.10a
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    • pp.415-419
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    • 2015
  • Engineering is a value-adding process applying knowledge and skills in the construction industry that includes the planning, feasibility study, project management (PM), front end engineering and design (FEED), detail design, procurement, construction, supervision, and operation. Among these engineering activities, FEED is defined as a comprehensive design practice in the early design phase focused on conceptual design and basic design. It is a particularly influencing area that determines the competitiveness of procurement and construction capability of construction firms (KNIN 2013). Nevertheless, previous studies in FEED have been limited to the design process, deliverable, or particular management technique (e.g. system engineering, collaboration, information etc.). In this context, the purpose of this study is to propose a comprehensive FEED business process structure for project management of thermal power plant construction projects encompassing the entire project life cycle. And an assessment methodology for FEED functions was developed. It is expected that the proposed structure of FEED functions and FEED evaluation methodology will contribute to improvement of competitive capability of engineering, procurement, and construction (EPC) companies.

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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.

QUALITY MANAGEMENT OF ECOLOGICAL ENGINEERING

  • Ying-Mei Cheng;Been-Jyh Yu
    • International conference on construction engineering and project management
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    • 2009.05a
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    • pp.1216-1222
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    • 2009
  • Ecological Engineering (EE) refers to all sustainable engineering that can reduce damage to ecosystems and that adopts ecology as a base and safety as an orientation in order to implement conservation of biodiversity and sustainable development. In short, EE attempts to safeguard the ecological environment while any essential construction projects proceed. EE encompasses many fields, including construction skills, ecosystem preservation, landscape, and even related cultures and so on. Such variety results in greater complexity of construction, and, consequently, indirectly increases the difficulty of construction quality control. The objective of our research is to explore a promising model for EE via an extensive literature survey. This model includes three principal stages: plan-design, construction, and maintenance, along with individual accompanying phases concerned with quality control and vital management. In this article, a river restoration example is adopted to describe in detail the critical points of quality control in the three stages (plan-design, construction, and maintenance) of the construction life cycle. This study proposes an integrated structure for quality management of EE to guarantee its quality and to enhance its core applications in order to achieve long-lasting preservation of the environment.

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How Much Discrepancy Can Happen from BIM-based Quantity Take?

  • Kim, Seong-Ah;Chin, Sangyoon
    • International conference on construction engineering and project management
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    • 2015.10a
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    • pp.263-267
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    • 2015
  • Stakeholders of a construction project expect cost savings through fast and accurate cost analysis by performing BIM-based quantity take-off (BQT). However, authors have observed that there can be discrepancies in the results of BQT depending on the level of development (LOD) and modeling methods. In addition, since quantity take-off methods are different depending on the construction work items, the combination of LOD, modeling methods of BIM, features of construction work items can cause serious overestimate or underestimate in BQT results. It is necessary to identify what kind of problems can happen and how those problems can be avoided in various construction work items, since the discrepancy of quantity take-off results has great impact on not only cost analysis but also the determination of contract amount and it can cause claims, poor construction quality, cost overruns, and many others later in the construction project. Therefore, this paper focuses the identification of issues and problems of BQT at each construction work item level based on two categorizations of structural works and interior works.

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The Concept of Construction Management Showing up the HwaSungSungYoukEuGye in Choson Dynasty (조선시대 화성성역의궤의 건설관리적 의미)

  • Kim, Kyoon-Tai
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2008.11a
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    • pp.167-171
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    • 2008
  • HwaSungSungYouk was one of the construction project in viewpoint of today's construction management and various information how to build the HwaSung at the last of the eighteen century had been recored in HwaSungSungYoukEuGye. The purpose of this study is to analyse the HwaSungSungYoukEuGye' management technic in viewpoint of today's construction management. In the record, there are a lot of informtion relate to record management, time management, cost management, etc. and the concept of the managements can be applied to today's construction project effectively. The concept and detail of the HwaSungSungYouk's project management should be analysed more.

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A Study on the Characteristics of Propagation and Attenuation of Piling Noise by SIP Method with Casing (Casing 부착 SIP공법에 의해 발생하는 항타소음의 전달 및 감쇠특성에 관한 연구)

  • 이병윤;윤해동;조원희;김재수
    • Journal of KSNVE
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    • v.9 no.5
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    • pp.899-905
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    • 1999
  • Construction equipment noise has caused much annoyance for a number of dwellers in nearby construction field and has become a very serious issure in our living environment. Therefore, in our country, a practical solution and a better method of reducing construction equipment noise are highly required in construction field. Practical solutions for the construction equipment noise, however, are very difficult because of the poorness of basic data and insufficiency of the existing research. Especially, in order to establish the sound insulation plan about pilling works noise with high sound pressure level and impactive, a real situation of sound characteristics about the noise of pilling works in foundation work demands more detail investigation. In this point, this study attempts to survey the characteristics of attenuation and propagation of construction equipment noise in pilling work using SIP(soil-cement injected precast pile) method with casing. And this study intends to get the basic data for establishment of a standard about construction noise.

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Evaluation on Applicability of Stress Relief Hole for Improvement of Fatigue Stress Capacity of Steel Structural Details (강구조상세부의 피로저항능력 개선을 위한 응력완화홀 적용성 평가)

  • Jung, Kyoung Sup;Nam, Seung Hoon;Kim, Kyoung Nam;Yang, Keon Bong
    • Journal of Korean Society of Steel Construction
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    • v.25 no.5
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    • pp.451-461
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    • 2013
  • In steel bridges, there are several details that constrain the deformation such as buckling by external forces. Most of these details which are composed of the intersection members have scallops in order to exclude the weld defects inherently and to get the ease of fabrication and also to decrease the stress concentration. In this study, stress relief hole (SRH) near stress concentration zone with detail category D or under is proposed as a method to improve the resistance on the fatigue crack initiation to detail category C. And the effects of the appropriate size and location of SRH were examined and the applicability to improve the fatigue resistance of the floorbeam web and the rib wall at rib/floorbeam intersection in the orthotropic steel deck bridge was evaluated.