• Title/Summary/Keyword: 공기단축

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The study for Shortening of Construction Period by R.C.D (댐 축조시 RCD공법을 이용한 공기단축 방안연구 (한탄강홍수조절댐 사례를 중심으로))

  • Kim, Jong-Hae;Kang, Sueng-Ju;Do, Ki-Bong;Shin, Hyun-Sun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1467-1471
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    • 2008
  • 한탄강홍수조절댐의 형식은 기본설계(TK)시 지형 및 지질조건, 재료원 조건, 댐 안정성, 여수로설치조건, 친환경조건, 경제성 등을 종합적으로 고려하여 콘크리트중력심댐으로 결정하였으며, 콘크리트 중력심댐 축조를 위한 공법으로 재래식 타설공법과, Layer 타설공법을 가설비 규모, 시공성, 공기 등을 비교 검토하여 Layer 타설공법(R.C.D)을 채택하였다. Layer 타설공법은 일정 물량에 이상에 대해서는 일반 콘크리트 블록식 타설공법과 비교하여 경제성과 시공성 등이 양호하다고 할 수 있다. 본 연구에서는 현재 사업 진행중인 한탄강홍수조절댐을 통한 R.C.D공법과 일반 블록식 콘크리트 타설 방법을 비교 분석하고자 한다.

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Application Case of Shipbuilding F/D for Port Construction (조선용 F/D의 항만건설현장 적용사례)

  • Kim, Yeong-Hak;Jeong, Uk-Jin;Hong, Jang-Ho
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2018.11a
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    • pp.52-54
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    • 2018
  • 울산신항 북방파제(제3공구)축조공사에서는 국내 최초로 선박제조용 F/D(Floating Dock)선을 적용하여 케이슨 제작 및 거치공사를 실시하였으며, 공장형 슬립폼 제작장(IP-CCV)를 적용한 경우 보다 공기단축 및 원가절감의 효과가 있었다. F/D선 공법 순서는 작업부두에 F/D선 접안, 케이슨 제작, F/D선 진수장 이동, F/D선 및 케이슨 진수, 케이슨 예인 및 거치의 순서로 시행되었으며, 현재 턴키공사의 설계특화 내용으로 활용되어 시공안정성 향상 및 공기, 공사비 절감 방안으로 적용되고 있다. 향후 남북관계가 원만히 해결되어 동해안 항만개발이 가속화되면 국외특허공법(IP-CCV)에 의존없이 경쟁력있는 공법이라 판단된다.

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Analysis of Structural Work Scheduling of Green Frame - Focusing on Apartment buildings - (Green Frame의 골조공사 공기 분석 연구 - 공동주택을 중심으로 -)

  • Lee, Sung-Ho;Kim, Shin-Eun;Kim, Gwang-Hee;Joo, Jin-Kyu;Kim, Sun-Kuk
    • Journal of the Korea Institute of Building Construction
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    • v.11 no.3
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    • pp.301-309
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    • 2011
  • Apartment housings that adopt a bearing wall structure design, which account for a majority of the housing units available in Korea, are not free from structural constraints that limit the extension of their service life. The resulting need for reconstruction from the ground up requires a massive consumption of resources and energy, and triggers environmental pollution resulting from construction wastes. As a solution to such issues, the government enforces incentive schemes to promote a remodeling-friendly rahmen structure design. Green Frame, which is a novel concept of composite precast concrete structure to support rahmen structure apartment housing buildings, can address the constraints of bearing wall structure and conventional rahmen structure designs that limit the potential for remodeling projects, while reducing the term of construction. Therefore, this study aims to analyze the characteristics of Green Frame and its absolute term of construction, and compare the terms of frame work construction in apartment housing projects adopting different structural design approaches to illuminate their differences. In the end, Green Frame is found to be capable of reducing the term of construction in apartment housing projects. As the term of construction is a very critical element of a construction project, Green Frame will ultimately prove to be one of the key enablers to ensure the success of apartment housing construction projects.

A Study on the Spontaneous Ignition of the Fuel Injected into a Hot Air Stream - Part III : Measurement of Flaming Duration, Effects of Auxiliary-Fuel Injection-Timing and Turbulence on Shortening the Ignition Delay Period - (高溫空氣流에 噴射한 噴霧의 自然燃燒에 관한 硏究 - 제3보: 분무의 연소기간 측정, 보조연료의 분사시간 및 난류가 분무의 착화지정기간 단축에 미치는 영향 -)

  • 방중철;태전간랑
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.10 no.3
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    • pp.367-375
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    • 1986
  • On the hypothesis that the unstable intermediates yield by the pre-reaction of auxiliary fuel become an initiator or an explosive center which promotes the chain reaction of main fuel, various organic compounds below $C_{10}$ are injected as an auxiliary fuel prior to main injection. In the previous papers, the effects of the auxiliary fuel additions on the ignition delay period, the stability of flame, the NO concentrations in their exhaust gases have been investigated. In the present paper, to confirm where the most suitable location of lean pre-mixture for the combustion of main fuel is, and how the lean pre-mixture is contacted with main fuel, the effects of the injection timing of auxiliary fuel and the turbulence on combustion processes are investigated. Moreover, from the schlieren and color photographs of flame in the combution field, it could be found that the ignition nuclei are formed in a wider region of main spray, and that these ignition nuclei promote the development of flame, which results in the reduction of flaming duration.

A Decision-Making Model for Shortening Construction Period through Concurrent Engineering (동시공학을 통한 공기단축 의사결정 모델)

  • Choi, Do-Seung;Lee, Jae-Seob
    • Korean Journal of Construction Engineering and Management
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    • v.8 no.6
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    • pp.197-206
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    • 2007
  • The age of synthetic correspondence against "development period shortening, high quality" is about to come. While the product is becoming complexation gradually and also diversification, life cycle of product gets shorted. Under the infinity competition age, the certain answer of "the survival of the fittest" is that the enterprise itself must be able to shorten development and delivery term, reduce product development and life cycle cost, and satisfy customer in performance and value. From this point of view, concurrent engineering's theory, which develops the process of product in the manner of repetition, parallel, and synchronousness, is realized as a important strategy instrument in construction. This study investigates and analyzes several examples in order to apply concurrent engineering successfully, and presents the decision-making model through the simulation about the factor affecting in each process.

An In-depth Analysis of Enhancing the Core Blueprint of Architectural Constructs Leveraging Value Engineering(VE) Techniques (VE 기법을 활용한 건축 구조물 코어 형식 개선 방안에 관한 연구)

  • Lee, Jae-Taek;Kim, Gyu-Yong;Lee, Jae-Hyun;Nam, Jeong-Soo
    • Journal of the Korea Institute of Building Construction
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    • v.23 no.5
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    • pp.571-581
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    • 2023
  • The contemporary domestic construction landscape has witnessed a contraction, primarily attributed to the operational challenges faced by construction entities and a downtrend in the initiation of new projects. In light of this, domestic construction enterprises are ardently seeking avenues to economize whilst simultaneously amplifying the quality across diverse construction genres. Value engineering (VE), heralded for its prowess in not only cost mitigation but also in accelerating project timelines and bolstering construction quality, has been extensively adopted in refining finishing tasks. However, its application to framework enhancements remains conspicuously limited. Particularly in factory edification, framing emerges as a pivotal process exerting significant influence over the entire construction continuum. Thus, it becomes imperative to integrate VE techniques at the inception phase of framing. This would facilitate a meticulous examination of design schematics and on-site conditions, paving the way for alternative strategies that condense construction durations, economize on costs, and augment work efficiency, all the while upholding paramount standards of quality and safety. Such a venture stands to be foundational in expediting construction timelines, fostering economic efficiency, and buttressing construction safety protocols.

An Experimental Study on the Axial Strength of Centrifugall Formed Shell PC Columns (원심성형 중공PC기둥의 압축 실험)

  • Park, Jin-Young;Yang, Won-Jik;Yi, Waon-Ho;Oh, Sang-Hoon
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.37-40
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    • 2008
  • Recently, Construction Business, is changing very quickly, exceedingly needs to slim down the construction expensive by reducing material costs and the term of works. The term of formwork takes 25% of the term of works and costs 15% to 20% of the cost of construction. Hereupon, the purpose of this study is to investigate the Axial Strength of Centrifugall Formed Shell PC Columns that can reduce the term of formwork, the costs of material, the difficulty of throwing away the waste. Shell PC Column is loaded stirrups and manufactured at factory, so it has good points like construction's quality control and part's precision. However, it needs to be tested for checking bonded ability because it is set up at core and coverd with concrete. therefore this study is necessary three type of columns, which are a RC column, different type of two compressive strength core concrete columns and a Shell PC Column. By three columns, this study compare with and analysis three columns's bonded and Compressive Behavior abilities.

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Construction of Super-block Unit Curtain Wall for High-rise Buildings Utilizing a Specialized Installing Equipment (전용 양중틀을 활용한 초고층 건물의 슈퍼블럭 유닛 커튼월 시공)

  • Chung, Sam-Yong;Lee, Sang-Heon;Ohk, Young-Mu
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2004.11a
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    • pp.174-181
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    • 2004
  • We will introduce a method of construction of super-block curtain wall applied to Tower Palace III which is the highest high-rise complex building in Korea. Up-up method is utilized on Tower Palace III to shorten the term of works and it is that the curtain walls for the belt wall part are installed after the rests. The belt wall structure increases the horizontal structural stiffness of the building. The method of construction of super-block curtain wall is developed and used to raise and install the curtain wails of the belt wall floor. It is that the large block of curtain walls corresponding to three stories is fabricated on the ground in advance and the block is installed at a time by a tower crane. Specialized installing equipment :,s newly developed and applied to install the super-block. curtain wail. The curtain wall of the upper floor of the belt wall part is installed after the super-block. The installing equipment for this floor is developed utilizing a mini excavator and vacuum suctions. The application of this method had made it possible to omit the setting up the scaffold and financial profits such as the shortening of the terms of works was realized. The safety of works was secured and the productivity was also improved.

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A Case Study on Blasting Demolition Method of Structure (구조물 발파해체 공법 시공사례 연구)

  • 한동훈;안명석;공병승;이윤재;류창하
    • Explosives and Blasting
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    • v.21 no.3
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    • pp.49-60
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    • 2003
  • Nowadays it is tendency to make a remodelling or demolition of old structures with the rapid development of blasting technique. In this treatise it is arranged of improvement procedure of blasting demolition method in korea which was begun since August 1991. Recently, the blasting demolition method has much merits with 60-70% reduction effect of construction period than mechanical demolition method. and so that it has much economical points specially over than 5 storied high buildings. In order to maximalize economical effects of the blasting demolition method, environment safety and recycling, it must be needed. at first to develop the estimating programs against vibration, noise, flying stones, and dust. Also it is required to take a responsibility for using recycling materials after blasting demolition of old structures, and to be invested to advance the blasting demolition techniques.

An Improvement of Concurrent Placement of Footing and Slab Concrete (기초 및 바닥층 동시타설 공사의 개선방안 연구)

  • Lee, Dong-Hoon;Choi, Jae-Hwi;Kill, Jong-Il;Seo, Deok-Seok;Kim, Sun-Kuk
    • Journal of the Korea Institute of Building Construction
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    • v.9 no.6
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    • pp.121-129
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    • 2009
  • The construction sites of small and medium buildings have small scale groundwork and the depth of excavation is often shallow. In this case, if the groundwork, girders, and ground slabs are built simultaneously by embedded assisting form rather than the existing conventional method to place concrete twice using the general form, we can expect to reduce the frame duration of the basement, resulting in cost savings. The existing embedded assisting form is restricted from use because there are cost problems with materials, labor costs,and with quality depending on the form's type. Therefore, this study is to provide an improved suggestion of building the groundwork, girders, and ground slabs simultaneously with Polystyrene by using the embedded assisting form. It also will compare the technique with existing methods of construction, and will verify its usefulness by evaluating each method of construction.