• Title/Summary/Keyword: 현장 적용성

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Evaluation of engineering characteristics and field applicability of inorganic thixotropic-grout for backfilling of shield TBM tail voids (쉴드 TBM 뒤채움용 무기계 가소성 그라우트의 공학적 특성 및 현장적용성 평가)

  • Kim, Dae-Hyeon;Jung, Du-Hwoe;Jeong, Gyeong-Hwan
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.12 no.1
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    • pp.75-85
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    • 2010
  • The focus of this study is to evaluate the field applicability of the newly developed inorganic thixotropic-grout in various ways. In order to do this, the volume stability and the permeability of the inorganic thixotropic-grout have been measured and compared to the existing silica type grouts. In addition, the filling capability of the grout into the tail void has been evaluated through both an experiment with a miniature tail-void filling equipment and a test filling at the shield TBM construction site. The volume loss of the inorganic thixotropic-grout after a 14 day-curing under the atmosphere condition was appeared to be minimal. The excellent waterproofing ability of the inorganic thixotropic-grout was confirmed through a permeability test. The toxicity of the inorganic thixotropic-grout has been evaluated through a toxicity test of aquatic fishes (KS M 0111) and the pH value of the liquid eluviated from inorganic thixotropic-grout was measured as an average of 8.0 and a fatality rate of goldfish after 96 hours was 10% or so. The existence of harmful heavy metals in the liquid eluviated from the inorganic thixotropic-grout has been also examined through an atomic absorption spectroscopy (AAS) test. Any of harmful heavy metals were not detected and the detected level of $Cr^{6+}$ and Cd was far below the standard. Based on both an experiment with a miniature tail-void filling equipment and a test filling at the shield TBM construction site, the filling ability of inorganic thixotropic-grout into the tail void was proved to be excellent.

스마트공장 보안성 강화를 위한 제어 시스템 보안 기술

  • Heo, Shinwook;Lee, Garam;Kim, Dongju;Kim, Howon
    • Review of KIISC
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    • v.27 no.2
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    • pp.29-33
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    • 2017
  • 최근 현장에서는 4차 산업혁명 이슈 확산과 함께 스마트공장에 대한 관심이 고조되고 있다. 불과 몇 년 전만 해도 정부와 연구소, 대학의 주요 관심 대상이었던 스마트공장은 현업에서 활동하는 경영진에게 스마트공장이 현재의 제조업 위기 탈출과 미래 경쟁력 확보를 위한 유일한 탈출구로 인식되어 적극적인 관심 표명으로 이어진 것으로 보인다. 현장의 경영자들은 스마트공장 실현 기술 개발과 현장 적용의 필요성을 인지하고 있지만, 적용에 대해 우려하는 부분도 아직 많이 존재한다. 예를 들어, 스마트공장 도입에 많은 금액이 필요하다는 점, 그리고 보안 취약성 문제, 기업 데이터 유출 문제가 그 대표적 우려 사항이라고 볼 수 있다. 이에 본 고에서는 투자 금액 이슈는 고려하지 않고 스마트공장을 실현하기 위한 필수 요소인 보안 취약성 문제와 이를 해결하기 위한 보안 기술에 대해 살펴보고자 한다. 즉, 스마트공장의 주요 네트워크와 플랫폼에 대한 보안 이슈 및 기술, 그리고 산업 현장의 보안 기술의 특성 등에 대해 논의하고자 한다.

Investigation and Evaluation of Algae Removal Technologies Applied in Domestic Rivers and Lakes (국내 하천/호수에 적용된 조류저감기술의 조사 및 평가)

  • Byeon, Kyu Deok;Kim, Ga Young;Lee, Inju;Lee, Saeromi;Park, Jaeroh;Hwang, Taemun;Joo, Jin Chul
    • Journal of Korean Society of Environmental Engineers
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    • v.38 no.7
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    • pp.387-394
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    • 2016
  • Commercial 28 algae removal technologies that have been applied in domestic rivers and lakes with green tide were investigated, analyzed and classified. The classification of algae removal technologies was based on the three criteria (i.e., principle, flow rate of water body, and application period). Also, algae removal technologies were evaluated in terms of cost effectiveness, field applicability, effect durability, and eco friendliness. From the analysis results, technologies using physical, chemical, biological, and convergent controls were 32.2%, 25%, 21.4%, and 21.4%, respectively. The 75% of technologies have been applied to stagnant water body (${\leq}0.2m/s$). Also, algae harvesting ship with dissolved air flotation, conveyor belt and filtration processes and natural floating coagulant were found to have better field applicability, compared to other technologies. However, proper algae removal technology in specific rivers and lakes should be chosen after the evaluation of long-term pilot scale field test. Also, development of energy and resource recovery technologies from algae biomass is warranted.

Development of Field-friendly Optimal Compensation System for Differential Column Shortening (현장 적용성을 고려한 기둥축소량의 최적보정시스템 개발)

  • Kim, Yeong-Min
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.23 no.2
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    • pp.139-152
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    • 2010
  • This study presents graphic-user interface computer program for optimal compensation of differential column shortening with high field applicability. The implemented system can perform both relative and mixed compensation while satisfying both performance and construction constraints. In the proposed system the shape of the structure before and after compensation can be checked graphically, and the results of compensation of each stories can be printed in drawings which can be directly used as the report of column shortening. The field-applicability of the implemented system was verified by applying it to the four reinforced concrete residental buildings of 61, 42, 49 and 53 stories where compensation of differential column shortening had already been performed. Using the implemented system, compensation can be performed easily with the various constraint conditions and was able to acquire rational compensation results for the cases where conventional method was not successful.

Development of In-Situ Monitoring System for measuring soil gas (토양가스 측정을 위한 현장 모니터링 시스템 개발)

  • Yu, Chan;Lee, Jong-Beom
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2005.10a
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    • pp.410-416
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    • 2005
  • 생물학적 통풍법은 유류오염 지역에 자주 적용되는 정화공법이다. 이 과정은 지중에 산소를 충분히 공급함으로서 토착 미생물에 의한 오염성분의 분해를 가능하게 한다. 따라서 이 공법의 적용시 공정진행에 따른 공법의 효율성 분석과 장기적인 정화효율 예측을 위한 지중 가스성분의 모니터링 시스템 도입이 매우 중요하다. 그러나 우리나라에서는 아직 그 적용사례가 보고된 바 없다. 따라서 본 연구에서는 현장에서 토양가스 성분의 변화를 모니터링할 수 있는 시스템을 개발하여 적용한 사례를 시스템의 구성과 측정방법, 관측결과를 중심으로 소개하였다. 현장적용 결과는 토양가스 모니터링 시스템은 운용 시작 후 6개월동안 센서나 측정장비에서 문제가 발생되지 않았으며, 공정관리를 위한 공법효율성 분석에 필요한 자료를 지속적으로 제공하고 있다.

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Study on Applicability of CGS Method based on Field Experiments and Cavity Expansion Theory (현장시험과 공동팽창이론을 통한 CGS 공법의 적용성 평가)

  • Jung, Hyun-Seok;Seo, Seok-Hyun;Choi, Hangseok;Lee, Hyobum
    • Journal of the Korean GEO-environmental Society
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    • v.20 no.2
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    • pp.19-28
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    • 2019
  • Grounds of the western coast of the Korean Peninsular are mostly composed of soft and cohesive soils, and it is necessary to carry out soil improvement before construction. The CGS (Compaction Grouting System) method has been commonly applied for the purpose of not only improving soft ground but also serving as the pile foundation of a bridge. In this paper, the CGS method was applied to the Incheon International Airport facility site, which consists of reclaimed landfill and soft clay soil, so as to evaluate the applicability of this soil improvement method to soft clay ground formations. Futhermore, results of construction were intensively studied along with a series of field experiments and theoretical consideration. The cone penetration tests were performed to assess the ground improvement effect of the CGS method. Consequently, the application of CGS method led to an increase in soil strength enough to be used as the pile foundation to support the bridge at the site. In addition, the size of the upper grout-bulb was estimated by adopting the cavity expansion theory and compared with that of actual grout bulb exhumed in the field. Therefore, it is proved that the cavity expansion theory can be utilized to predict and evaluate the improvement of soft ground.

A Study on safety improvement of Underground wall construction to Design for Safety (설계안전성검토를 통한 지하외벽공사의 안전개선 연구)

  • Ji, Kyung-Hwan;Choi, Byong-Jeong
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.4
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    • pp.56-68
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    • 2019
  • Safety-conscious design on site is required for site constructions because of the introduction of the design for safety, but it still leaves much to be desired. This study compared the site where the design was applied and the site where it was not applied. The applied case examined the underground wall construction during frame construction, which corresponds to the skeleton of the building construction. The underground wall construction is quite risky due to the exposure to exterior environments and involvement of various stages, such as scaffolding, formwork, reinforcing work, and concrete casting work. Therefore, the risk factors for each stage were identified and a risk assessment was carried out to select an alternative method to reduce the risk. The risk factors of the selected alternative construction method were also identified and a risk assessment was conducted. The risk assessment weight was calculated by comparing the site where the construction method was applied and the site where it was not, explaining the necessity of the design for safety in reducing the risk. In addition, an actual case where an alternative construction method was used was studied to highlight the necessity for a design for safety.

A Case Study on Solpe and Earth Retaining Wall Reinforced by Pressure-Grouted Soil Nailing (압력식 쏘일네일링을 적용한 사면 및 흙막이 벽체 설계/시공 사례)

  • Jung, Kyung-Han;Kim, Jun-Youp;Lee, Seung-Jai
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.09a
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    • pp.97-108
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    • 2010
  • 발포우레탄 패커를 이용한 압력식 쏘일네일링 공법은 기존 쏘일네일링 공법의 단점을 보완하기 위하여 개발되었으며, 그라우팅 두부에 패커를 설치하여 네일 정착부를 완전히 밀폐하고 압력 그라우팅을 실시하여 정착부의 유효직경 및 인발저항력을 증가시켜 안전율을 향상시키는 공법이다. 압력식 쏘일네일링 공법에 대한 효용성을 검증하기 위하여 발포우레탄 패커 특성시험 및 현장조건을 묘사한 실내 그라우팅 주입실험, 현장시험 및 FEM해석을 수행하였다. 본 공법의 필수요소인 발포우레탄 패커의 정착력 확인을 위한 패커 특성시험 결과, 공내에 작용하는 압력에 대하여 패커가 충분히 저항함을 알 수 있었으며, 인발저항력 증가 원인 분석을 위한 실내 및 현장 시험결과, 압력 그라우트에 의하여 그라우트의 품질확보, 보강력증가 및 주변지반의 압밀효과를 확인 하였다. 끝으로 압력식 쏘일네일링 공법을 적용한 사면 및 흙막이 벽체 설계/시공 사례를 분석하여 현장 적용시 본 공법의 효용성 및 대처능력의 우수함을 입증하였다.

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Case study method to prevent liquefaction in the Sand (모래지반에서 액상화 방지공법 사례연구)

  • Kim, Joon-Seok;Yoon, Byoung-Jo
    • Proceedings of the Korean Society of Disaster Information Conference
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    • 2016.11a
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    • pp.193-194
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    • 2016
  • 지진 발생시에 비교적 큰 규모의 피해를 일으킬 수 있는 것이 지반의 액상화(liquefaction) 발생이다. 지반의 액상화 현상에 대한 연구는 1960년대 이후 세계적으로 괄목할 만한 성과를 얻어왔으며, 최근, 우리나라에서도 본격적으로 현장에서 적용하고 있다. 본 연구를 통하여 현장에서 액상화 평가 및 대책공법 적용까지의 과정을 분석할 수 있었다. 본 연구결과는 향후 유사한 현장에서 적용 가능할 것으로 판단된다.

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A Study of Economic Aspects on 3-D Scanning Measurement during Tunnel Construction (3차원 스캔을 이용한 터널계측의 경제성에 관한 연구)

  • Choi, Won-Il;Park, Geun-Young;Cho, Kook-Hwan
    • Journal of the Korean Society of Hazard Mitigation
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    • v.10 no.2
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    • pp.77-81
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    • 2010
  • D&B(Drill & Blast) method in tunnel construction requires accurate and rapid measurement of the ground movement, which is essential for feedback analysis. Case study and adaptability of IT technique for tunnel survey are discussed in this paper. The application of laserscannig and existing light wave instrument method in the field of tunnel construction were reported in several advanced country including Austria and Japan. Survey for the shoulder movements by IT survey method was conducted at a subway construction site and the results were compared to the conventional method. Also, the economic aspects of laserscannig method were analyzed using measured data which were categorized by expenses, frequency, interval and period in the field of construction. Therefore IT survey solution may contribute to execute more economic and safe construction