• Title/Summary/Keyword: 표준공법

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An Experimental Study about appling non-Exposure waterproofing method which combines the Cement Polymer Modified Waterproof Membrane coating and Self adhesive Rubberized Asphalt sheet to the Roof Structure. (무기질계 탄성 도막재와 자착식 고무 아스팔트 시트를 결합한 지붕구조물 비노출 방수공법에 관한 실험적 연구)

  • Moon, You-Seok;Lee, Sun-Gyu;Song, Je-Yeong;Gwak, Gyu-Seong;Oh, Sang-Keun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.613-616
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    • 2008
  • This study is about appling non-exposure waterproofing method which combines the Cement Polymer Modified Waterproof Membrane coating and Selfadhesive Rubberized Asphalt sheet to the Roof Structure, Because there are a lot of problems in previous methods. So We had the performance tests using waterproofing method which combines two materials, and we analyzed the results. This study showed us very important results. We had bond strength test and tensile test under high, normal and low temperature, and the results were successful. And we also tested for coping with crack and movement. We found that tested materials were safe in those conditions. I think that Non-Exposure waterproofing method which combines the Cement Polymer Modified Waterproof Membrane coating and Selfadhesive Rubberized Asphalt sheet is available to concrete structure.

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Laboratory Mix Design of C.S.G Method (C.S.G 공법의 실내 배합설계)

  • Kim Ki-Young;Jeon Je-Sung;Kim Yong-Seong
    • Journal of the Korean Geotechnical Society
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    • v.22 no.5
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    • pp.27-37
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    • 2006
  • Cemented Sand and Gravel (C.S.G) method has become increasingly popular in Japan and throughout the world as a construction method and material. This method is favorably used for cofferdam and large dam because a quarry and aggregate plant facility can be diminished. Also, this method can reduce construction cost, work duration and destruction of environment. In this paper, a methodology for C.S.G mix design based on so-called soil mechanics approach is proposed for trapezoid-shaped dam. The methodology consists of selection of a suitable aggregate, introduction of compaction method, processing to prepare standard specimens, and determination of mix portions. Also, unconfined compressive strength tests and large triaxial compression tests are performed. From the results of the test, correlation equation among strength, elastic modulus and unit cement is proposed.

Standard Process and Work Breakdown Structure for Housing Construction Projects using Infill Modular System (인필식 모듈러 공법을 적용한 주택건설공사의 작업분류체계 구축 및 표준 프로세스 제안)

  • Sohn, Jeong Rak;Lee, Dong Gun;Bang, Jong Dae;Kim, Jin Won
    • Land and Housing Review
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    • v.10 no.3
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    • pp.77-87
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    • 2019
  • In Korea, the modular construction method was applied to the construction of facilities such as military barracks and school dormitories, beginning with the pilot project of Seoul New Elementary School in 2003. In 2017, public modular houses were supplied to Busan(Yongho-dong) and Seoul(Gayang-dong), and modular housing is expected to continue to be supplied in the future. However, there is no clear construction standard for the modular housing construction yet, and there are few cases where the infill modular system is applied. Therefore, this study established the work breakdown structure and proposed a standard process focusing on the infill modular system applied to the construction of Dujeong-dong modular house in Cheonan. Level 1 of the work breakdown structure by construction stage of Infill modular was defined as modular manufacturing, assembly, and finishing process. Level 2 was defined as preparation, modular production, modular infill, modular fixing, floor plastering, building finishing, and other site finishing. Level 3 is defined as 57 detailed unit work of infill modular construction. The standard process of infill modular is proposed for the assembly stage that is commonly applicable to infill modular housing construction. The results of this study can be used for the process plan, transportation plan, lifting plan of modular housing construction.

Characteristics for Consolidation and Shear Strength of Bottom Ash Compaction Pile According to Replacement Ratio in Clay (점토지반에 적용된 저회다짐말뚝의 치환율에 따른 압밀침하특성 및 전단특성)

  • Park, Sehyun;Jee, Sunghyun;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.11 no.7
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    • pp.57-63
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    • 2010
  • The necessity of effective and economical improvement for soft ground is required more and more as mountains form 70% of country. The soft ground improvement methods for ocean development are sand compaction pile method, displacement method are applied to the soft ground improvement from ocean development pre-loading method, air pressure method, well point method, pack drain method, quicklime pile method etc. Among them, the sand compaction pile method, has many problems such as the economical problem on importing materials due to the lack of sand and destroying the nature while collecting sand. To replace the sand with other alternative materials, a study on the bottom ash compaction pile method because the bottom ash has the similar engineering properties with sand. Therefore, in this study, after compose the complex soil with a replacement rate of 10~80% and a large direct shear test, shear test, consolidation test with replacement rates of bottom ash are performed to estimate whether its shear and consolidation characteristics are suitable for the alternative material of compaction pile method. As a result of test, Shear Strength Parameters tend to be increased in accordance with the increase of replacement ratio of bottom compaction pile, and Settlement Reduction Factor and $t_{90}$ tend to be decreased.

Performance Evaluation of Structure Strengthening Using Sprayed FRP Technique (분사식 FRP공법을 이용한 구조물 보강 성능평가)

  • Chang, Chun-Ho;Jang, Kwang-Seok
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.13 no.4 s.56
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    • pp.126-136
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    • 2009
  • The sprayed FRP strengthening technique is combining the Glass fiber and Polyester resin in open air and spraying randomly at concrete's surface with high-speed compressed air. Then it strengthens the structures with a new technique evaluated the structural performance. We applied it to concrete beam and tested for flexural strength, depended on Korea Standard(KS F 2408). Then based on the result of flexural strength, the properties were proposed that applying to structures. Based on the experiment, we have evaluated structural performance by the experiment. 1/5 scale prestressed concrete I-beam were made by Korean Highway's typical drawing in 1993. With these test results, 49.8% increased in flexural strength, improvement of the behavior of serviceability state, and strengthening was surely effective for controlling deflection and crack of structure. Consequently, it can be summarized that Sprayed FRP technique has prospect to improve the performance of structure.

2006년도 적용 건설공사 기계설비부문 표준품셈 개정내용

  • Korea Mechanical Construction Contractors Association
    • 월간 기계설비
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    • no.1 s.186
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    • pp.54-55
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    • 2006
  • 한국건설기술연구원은 지난 해 12월 30일 2006년 1월 1일부터 적용되는 46개 항목의 건설공사 표준품셈을 관계기관 실무자로 구성된‘품셈 위원회’의 심의를 거쳐 최종 확정, 공표했다. 건기연은 신기술의 적용성을 높이기 위해 실제 사용되는 공법을 중심으로 기계설비부문에서는 발열선등 5개의 품셈이 신설되었고, 기존 품셈의 조문정리 등 체계보완이나 적정성 조정을 위해 재료 할증률등 4개 항목을 보완했다. 기계설비부문의 발열선 품은 배관 동파방지를 이해 가구내 급수 급탕 계량기 주위, 가스보일러 하부배관 및 옥외지하주차장 배관 등에 발열선을 설치하고 있으나 적정품이 없어 전기표준품셈의 Heat Tracing System을 준용하고 있어 가구내와 공용부위로 구분해 신설한 품이다. 건기연은 품셈개정을 위해 지난해 3월 각 발주기관과 관련단체의 의견을 수렴해 대상항목을 선정한 데 이어 지난해 10월까지 건설현장에 대한 실사를 통해 수집한 자료를 토대로 품셈을 신설∙보완했다고 밝혔다.

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알루미늄선박의 건조 단위공정별 작업표준에 대한 고찰

  • Gang, Byeong-Jae
    • Journal of Korea Ship Safrty Technology Authority
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    • v.20
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    • pp.18-28
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    • 2005
  • 연안소형어선에 주로 사용하는 FRP선질은 가볍고 강도는 우수하나 인화성이 높아서 기관실 화재사고 등 위험에 노출되어 있고 선박 제작 과정에서 인체에 해로운 유해성분이 발생할 뿐만 아니라, 폐선의 경우 산업폐기물로써 환경오염에 큰 영향을 미치고 있다. 그런 반면에, 알루미늄합금 어선은 FRP 어선의 단점을 보완할수 있는 재료로써, 고강도 경량화의 효과를 낼 수 있고, RFP어선보다 인화성이 낮아서 열에 강하고 내구성이 높고 강선보다 해수의 부식방지에 뛰어나므로 알룸늄어선의 개발이 요구되고 있다. 이번 호에서는 알루미늄선박 건조시 각각의 단위공정에 대한 작업방법, 작업순서 및 주의사항 등 표준에 대해 코리아타코마조선공법(주)의 알루미늄선박 작업지침과 KSB 0897(불황가스 및 아크용접 작업표준)를 일부 발췌하여 기술하고자 한다.

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Evaluation of Environmental and Economic Impacts of Advanced Wastewater Treatment Plants with Life Cycle Assessment (고도 하수처리장의 전과정평가에 따른 환경성 및 경제성 평가)

  • Pyo, SeHee;Kim, MinJeong;Lee, SeungChul;Yoo, ChangKyoo
    • Korean Chemical Engineering Research
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    • v.52 no.4
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    • pp.503-515
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    • 2014
  • A lot of existing wastewater treatment plants (WWTPs) are rebuilt or retrofitted for advanced wastewater treatment processes to cope with reinforced effluent criteria of nitrogen and phosphorous. Moreover, how to treat the wasted sludge from WWTPs has been also issued since the discharge of the wasted sludge into ocean is impossible from 2011 due to the London Convention 97 protocol. These trend changes of WWTPs get a motivation to assess environmental and economic impacts from the construction stage to the waste stage in WWTPs. Therefore, this study focuses on evaluation of environmental and economic impacts of the advanced wastewater treatment processes and waste sludge treatment process by using life cycle assessment. Four advanced wastewater treatment processes of Anaerobic/Anoxic/Oxic ($A_2O$), 5 stages-Bamard Denitrification Phosphate (Bardenpho), Virginia Initiative Plant (VIP), and Modified University of Cape Town (MUCT) are chosen to compare the conventional activated sludge (CAS) and three waste sludge treatment methods of land fill, incineration, and composting are used. To evaluate environmental and economic impacts of each advanced wastewater treatment processes, life cycle assessment (LCA) and life cycle cost (LCC) are conducted based on International organization for standardization (ISO) guidelines. The results clearly represent that the $A_2O$ process with composting shows 52% reduction in the environmental impact than the CAS process with landfill. On the other hand, the MUCT process with composting is able to save 62% of the life cycle cost comparing with the CAS process with landfill. This result suggested the qualitative and quantitative criteria for evaluating eco-environmental and economic technologies of advanced treatment processes and also sludge treatment method, where their main influence factors on environmental and economic impacts are analyzed, respectively. The proposed method could be useful for selecting the most efficient and eco-friendly wastewater treatment process and sludge treatment method when retrofitting the existing WWTPs to advanced treatments.

Pseudo Dynamic Test for the Seismic Performance Evaluation of Circular RC Bridge Piers Retrofitted with Fibers (섬유보강 원형 RC교각의 내진성능 평가를 위한 유사동적실험)

  • 정영수;박종협;박희상
    • Journal of the Earthquake Engineering Society of Korea
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    • v.5 no.2
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    • pp.49-57
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    • 2001
  • 본 연구의 목적은 유사동적실험에 의한 섬유보강 원형 RC교각의 내진성능평가를 위한 연구로서 수원시에 위치한 내진교량인 하길교를 대상모델로 하였으며, 도로교 표준시방서의 내진설계규정이 적용되지 않은 비내진교각시험체 2본 및 내진성능향상을 위한 섬유보강시험 4본, 즉 총 6본에 대하여 유사동적실험을 수행하였다. 보강공법으로는 유리 탄소섬유 보강공법을 사용하였으며, 실험변수로는 입력지진동, 섬유고방유무로 하였다. 그리고 내진성능평가 방법은 입력 및 소산에너지, 변위 연성도가 분석되었다. 본 실험의 결과 유리 섬유로 보강된 비내진시험체의 변위연성도 KHC인공지진파에 대하여 7.7~9.0정도의 값으로 충분한 내진성능을 확보하고 있는 것으로 평가되었다.

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A method of underground transmission line power cable transport & pulling Installation For long distance span (지중송전 장조장 케이블 운반 및 포설공법개발)

  • Oh, Jang-Man;Bae, Joo-Ho;Bang, Hang-Kwon;Min, Byeong-Wook
    • Proceedings of the KIEE Conference
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    • 2007.07a
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    • pp.663-664
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    • 2007
  • 지중송전선로 건설공사에 154kV 장조장 케이블 드럼개발 및 트레일러 일체형 Under Roller 방식을 이용한 포설장비를 개발하여 현장에 적용함으로써 신기술 신개발 공법 적용으로 인한 국제경쟁력 향상 뿐만 아니라 접속경간의 장조장 설계로 케이블 접속개소 감소로 인한 공사비절감과 공사기간 단축에 크게 기여하였다. 이와 동시에 공사를 위한 도로점용 단축으로 민원발생을 크게 감소시켰다. 현행 도로법 규제로 케이블의 운반중량이 제한되었던 케이블 표준 경간을 450m에서 최대 700m까지 가능하여 접속개소의 유연성이 확보되었을 뿐만 아니라 토목구조물(전력구,관로등)공사의 다양한 설계방법을 적용할 수 있게 되었다.

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