• Title/Summary/Keyword: shortening of construction period

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The Case Study of the Effective Management of the Site Using Measurement Result During the Excavation Construction (굴착공사 중 계측결과 활용을 통한 효과적인 현장관리 사례 분석)

  • NamGung, Han;Jung, Kyoung-Sik;Koh, Hyung-Seon
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.09a
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    • pp.428-444
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    • 2010
  • After underground excavation being introduced in dometic, many technologies have been storing up. One of them, measurement, has been recognized as an important item under excavation construction. But, unlike a large-scale construction, it was not been treated importantly at the general small-scale structures with poor ordering and original design was unchanged under construction was normal if the problem didn't occur on monitoring. In this paper, the site which safe and economical management as well as shortening construction period was made effectively using measurement result was introduced. Also, the site which was completed safely with analyzing measurement and reinforcement when unusual symptom happened was introduced. Using measurement result effectively will be able to obtain the safety and prevent unnecessary economical loss.

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BIM Utilization Plan for Schedule Risk Management (공정리스크 관리를 위한 BIM 적용 방안)

  • Lee, Gye-Hyun;Kim, Ju-Hyung;Kim, Jae-Jun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2012.05a
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    • pp.143-144
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    • 2012
  • A number of construction projects tied to the concerns and decision-making is also very complicated. In addition, more than any other industry, is inherent in many risk factors. In the course of the construction project on risk factors that exist in the early stages of project risk factors to predict in advance and prepare a project by shortening the construction period and project cost as you can to maximize performance. In this study, I proposed risk management processes and how they are used in web-based schedule risk in the process of change management system, and between 3D CAD, 4D CAD taking into account the linkages, risk management strategy process in the BIM environment.

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An Experimental Study on the Cement-Polymer Coatings Waterproofing Method Composed with Waste Tire Chip and Waste Glass powder (폐타이어와 폐유리 미분말을 소재로 한 무기질 탄성도막 방수공법에 관한 실험적 연구)

  • 김영삼;양승도;이성일;김윤욱;오상근
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2002.11a
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    • pp.17-22
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    • 2002
  • This Waterproofing Material which mainly consisted of 2 components of waste tire chip powder and waste glass powder. This Study is abut development of waterproofing Material, There is not tried in domestic. The most Motive of this Study wishes to recycle resources and get the economic performance for waterproofing Material The result of this Study is as followings. (1) Dense waterproofing floor is formed between waste tire chip by Coupling Agent(the most effective method to encourage adhesive strength and raise cohesion of material by combination.) (2) Expected to bring effect to shorten construction period at spot application potentially space-time in moisture aspect. Also, shortening effect of construction period and spot work are considered to be gone efficiently selecting pre-mix construction method. (3) This development Waterproofing material has elasticity that nature side compatibility of cement ingredient and plastic Emulsion have when utilize and constructs waite resources (being waste tire chip and waste glass powdered).

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A Study on the Effect of Initial Strength of Cement Paste Containing Fly Ash or Blast Furnace Slag on CO2 Curing Period (플라이 애쉬 및 고로슬래그 혼입 시멘트 페이스트의 CO2 양생 기간에 따른 초기강도의 영향에 대한 연구)

  • Han, Jae-Do;Lee, Han-Seung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.11a
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    • pp.83-84
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    • 2018
  • As the concentration of greenhouse gases in the atmosphere increases, the reduction of CO2 is gaining worldwide attention. In the construction industry, cement replacement materials such as fly ash and blast furnace slag were investigated to reduce CO2 emissions in cement production process. Precast concrete is used in the field after manufacturing in the factory in the form of pipes and bricks because of shortening construction period and cutting construction cost. According to the results of previous research, it is known that early CO2 curing in concrete using OPC or fly ash has an initial strength enhancement effect and can be used for precast concrete production. Therefore, the purpose of this study is to evaluate the strength improvement effect by confirming the initial strength improvement effect when blast furnace slag is mixed.

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Evalution of Practial Application of high early Strength Concrete using Early strength type material (조강형 재료를 사용한 초조강 콘크리트의 적용성 평가)

  • Yang, Hoon;Park, Kyu-Yeon;Lee, Sang-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.11a
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    • pp.48-49
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    • 2013
  • This test investigates early strength and durability of concrete using early strength type materials(cement, Polycarboxylate acid). The goal of this test is to secure the strength of 5.0 MPa in 12 hours early age and strength of 14 MPa for 24 hours correspondingly. This type of admixtures, concrete curing temperature, amount of binder and other concrete properties were confirmed by experimental factors. Comparing outcomes from two cases on using early strength type materials and common materials resulted in reducing of costs and shortening of the construction period, that determined the economical benefits of using early strength materials in construction.

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Features of Temperature Distribution of Exposed Reinforcement Bars Depending on Changes of Covering Methods of Bubble Sheets (버블시트 피복방법 변화에 따른 동절기 노출철근의 온도분포 특성)

  • Lee, Jea-Hyeon;Lee, Sang-Un;Lee, Joung-Gyo;Yang, Seong-Hwan;Kyung, Yeong-Hyeok;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2016.05a
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    • pp.11-12
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    • 2016
  • The contemporary buildings are becoming super-taller gradually as the industry evolves. Accordingly, winter concrete also became an important element for the year-round construction since shortening of a construction duration became important. Accordingly, this research team once developed a double bubble sheet as concrete cover curing compound during winter. But since there is no proper countermeasure for the exposed reinforcement bars, it is worried that the concrete can be damaged by exposed frozen reinforcement bars at a low temperature during the initial period. Therefore, in this study, it is intended to review the temperature history of the reinforcement bars depending on changes of the covering methods of the exposed reinforcement bars by using bubble sheets.

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The study on annual evaluation of CO2 and general economic for precast concrete without steam curing (증기양생이 불필요한 프리캐스트 콘크리트의 연간 CO2 저감량 및 경제성 평가)

  • Sung, Myung Jin;Min, Tae-Beom;Lee, Han-Seung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.11a
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    • pp.42-43
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    • 2013
  • Nowadays, Precast Concrete is adopted on most of construction, because of shortening construction period and good quality. In precast concrete, steam curing is necessary for getting proper strength, but it causes much CO2 and economc. Therefore, on this study, by using type III cement and hardening accelerator, early compressive strength was shown 13MPa for 6hr. From the result, removal form could be shorten. Furthermore, annual CO2 was reduced as much as 24% and also annual cost was decreased as much as 12%.

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Suggestion of the Prediction Model for Material Properties and Creep of 60~80MPa Grade High Strength Concrete (설계기준강도 60~80MPa급 고강도콘크리트의 재료 특성 및 크리프 예측모델식 제안)

  • Moon, Hyung-Jae;Koo, Kyung-Mo;Kim, Hong-Seop;Seok, Won-Kyun;Lee, Byeong-Goo;Kim, Gyu-Yong
    • Journal of the Korea Institute of Building Construction
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    • v.18 no.6
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    • pp.517-525
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    • 2018
  • The construction of super tall building which structure is RC and must be certainly considered on column shortening estimation and construction reflected concrete creep has been increased. Regarding the Fck 60~80MPa grade high strength concrete applied in the domestic super tall building project, the mechanical properties and creep deflection according to curing conditions(Drying creep/Basic creep) were reviewed in this research. Results of compressive strength and elastic modulus under sealed curing condition were 5% higher than unsealed condition and difference of results according to the curing condition was increased over time. Autogenous and drying shrinkage tendency showed adversely in the case of high strength concrete. Additionally, creep modulus under unseal curing condition was evaluated 2~3 times higher than sealed condition. Modified model of ACI-209 based on test result was applied to estimate long period shortening of vertical members(such as Core Wall/Mega Column) exactly, it is designed to modify and suggest the optimal creep model based on various data accumulated during construction, in the future.

In-situ Production Effect Analysis of Precast Concrete Elements (PC 부재의 현장 생산효과 분석)

  • Lee, Dong-Joo;Oh, Jin-Hyuck;Kim, Sun-Kuk
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.11a
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    • pp.52-53
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    • 2021
  • PC (Precast Concrete) method was preferred for reasons such as shortening of construction period, cost reduction, and quality. However, in the case of factory production, precast concrete has a problem in that transportation conditions in the transportation process, damage during transportation, overhead and profit of the factory are required. If work and PC members are produced on site, transportation and installation costs can be reduced. However, research on field production has not been conducted. Therefore, based on the on-site production plan without PC, the cost and quality of factory production and on-site production are compared and analyzed.

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A Study on the physical characteristics of Cement extrusion panel by fiber kind's (섬유종류별 압출성형 시멘트 패널의 물리적 특성변화에 대한 연구)

  • Song, Tae-Hyeob;Lee, Sea-Hyun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.11a
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    • pp.665-668
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    • 2006
  • Concrete secondary product that use cement is increasing application from reason of shortening etc.. of construction period in construction site. Manufacture method of construction of this concrete secondary product there is hot-check method, direct spray method, press method, extrusion molding method etc.. Also, I am using reinforcement boating certainly in this process. In most case, We have used asbestos by reinforcement fiber until early 90s but use from human body hurtfulness controversy is felt constraint. Therefore, application of principal parts fiber is increasing. But, to replace asbestos, because must satisfy all lubricating ability, productivity etc.. class, it is the very difficult matter to replace asbestos. In this study, I wished to do Test about asbestos principal parts possibility at extrusion process to charge shape or form making test piece because mixs polypropylene fiber etc. by plan that replace asbestos in cement extrusion molding product and measures bending strength and elasticity.

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