• 제목/요약/키워드: Pre-fabricated building system

검색결과 6건 처리시간 0.024초

TRIZ를 활용한 수출용 공업화 건축 시스템 개발 (Development of Pre-fabricated Building System for Exporting Using TRIZ)

  • 오세리;조봉호;김갑득
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2012년도 추계 학술논문 발표대회
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    • pp.31-34
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    • 2012
  • The construction industry is hard to apply to the statistical methodology of 6-sigma. For example, it is hard to verification of fraction defective through quantity production. So, in this research the proposed approach for effective process of technology development through establish of innovative methodology reflecting constructional characteristics. Few studies have progressed in construction industry, but there are so many examples using 6-sigma for applying to customer needs at the product development or process improvement in manufacturing business. So this research proposed the design methodology using QFD of 6-sigma and TRIZ.

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모듈러건축 공법의 공장제작과정 개선을 위한 M.E.P.시스템 외주제작 적용에 관한 연구 (A Study on Outsourcing Application of M.E.P. System for Manufacturing Process Improvement of the Modular Construction Method)

  • 최준석;이재수
    • 한국건축시공학회지
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    • 제18권3호
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    • pp.277-283
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    • 2018
  • 공기를 획기적으로 감소시킬 수 있는 모듈러건축으로 유사 모듈이 반복되는 공동주택을 건설하는 안에 대해 현행의 시공방법을 고찰한 결과 설비시스템에서 개선할 점을 발견하고, 그 방법으로 공장제작과 현장설치부분을 구분해서 살펴보고 현재 모듈러생산사 실무진의 의견과 종합건설사 기술담당자의 의견으로 그 가능성을 확인하고자 했으며 그 과정에서 제기된 문제에 대해 원천적인 관점에서 쉽게 풀어나갈 수 있는 방법으로 유리한 설계안을 제안하였고, 접속부위의 누수하자와 같은 고질적 문제점에 대한 대안을 기재하였다.

Transfer Learning Based Real-Time Crack Detection Using Unmanned Aerial System

  • Yuvaraj, N.;Kim, Bubryur;Preethaa, K. R. Sri
    • 국제초고층학회논문집
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    • 제9권4호
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    • pp.351-360
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    • 2020
  • Monitoring civil structures periodically is necessary for ensuring the fitness of the structures. Cracks on inner and outer surfaces of the building plays a vital role in indicating the health of the building. Conventionally, human visual inspection techniques were carried up to human reachable altitudes. Monitoring of high rise infrastructures cannot be done using this primitive method. Also, there is a necessity for more accurate prediction of cracks on building surfaces for ensuring the health and safety of the building. The proposed research focused on developing an efficient crack classification model using Transfer Learning enabled EfficientNet (TL-EN) architecture. Though many other pre-trained models were available for crack classification, they rely on more number of training parameters for better accuracy. The TL-EN model attained an accuracy of 0.99 with less number of parameters on large dataset. A bench marked METU dataset with 40000 images were used to test and validate the proposed model. The surfaces of high rise buildings were investigated using vision enabled Unmanned Arial Vehicles (UAV). These UAV is fabricated with TL-EN model schema for capturing and analyzing the real time streaming video of building surfaces.

친환경 층고 절감형 합성보의 보-기둥 접합부 상세 및 시공성 연구 (Environmental Friendly Connection of Composite Beams and Columns)

  • 홍원기;김진민;박선치;임선재
    • KIEAE Journal
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    • 제7권6호
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    • pp.113-118
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    • 2007
  • The composite beam adopted in the study was designed to reduce the floor height as well as to embed the top flange of steel frame into the slab that will enable to avoid applying the fire-resistant coating and to unify the joint method with a steel frame-type. As the steel frame and bottom concrete of the beam is pre-fabricated at the factory it could reduce the overall schedule at the jobsite. Applying such composite beam system to the work is expected to provide the efficient and enhanced performance, given the current tendency of the building construction that tends to be getting higher, larger and dense. The study focused on combining the composite beam with various column systems in a bid to propose the details thereof. A desirable composite girder can be adopted depending on site conditions through the evaluation of various beam and jointing approaches. Among the column systems applied to the study are steel column, SRC column, RC-PC column and RC column. The ways of combining with the columns addressed in the study were categorized into the rigid joint, pin joint, steel frame joint and bracket type joint. Besides, the instruction for site fabrication of beam-column was added in an effort to help set up the site fabrication procedures.

Layer-by-layer assembled polymeric thin films as prospective drug delivery carriers: design and applications

  • Park, Sohyeon;Han, Uiyoung;Choi, Daheui;Hong, Jinkee
    • 생체재료학회지
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    • 제22권4호
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    • pp.290-302
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    • 2018
  • Background: The main purpose of drug delivery systems is to deliver the drugs at the appropriate concentration to the precise target site. Recently, the application of a thin film in the field of drug delivery has gained increasing interest because of its ability to safely load drugs and to release the drug in a controlled manner, which improves drug efficacy. Drug loading by the thin film can be done in various ways, depending on type of the drug, the area of exposure, and the purpose of drug delivery. Main text: This review summarizes the various methods used for preparing thin films with drugs via Layer-by-layer (LbL) assembly. Furthermore, additional functionalities of thin films using surface modification in drug delivery are briefly discussed. There are three types of methods for preparing a drug-carrying multilayered film using LbL assembly. First methods include approaches for direct loading of the drug into the pre-fabricated multilayer film. Second methods are preparing thin films using drugs as building blocks. Thirdly, the drugs are incorporated in the cargo so that the cargo itself can be used as the materials of the film. Conclusion: The appropriate designs of the drug-loaded film were produced in consideration of the release amounts and site of the desired drug. Furthermore, additional surface modification using the LbL technique enabled the preparation of effective drug delivery carriers with improved targeting effect. Therefore, the multilayer thin films fabricated by the LbL technique are a promising candidate for an ideal drug delivery system and the development possibilities of this technology are infinite.

CAD/CAM 및 카피밀링 시스템을 이용하여 제작한 구치부 3-유닛 고정성 국소의치의 파절강도 (Fracture Strength of All-Ceramic 3-Unit Fixed Partial Dentures Manufactured by CAD/CAM and Copy-Milling Systems)

  • 강후원;김희진;김장주;고명원
    • 대한치과기공학회지
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    • 제34권2호
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    • pp.95-103
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    • 2012
  • Purpose: Fracture strength of all-ceramic 3-unit fixed partial dentures manufactured by CAD/CAM and copy-milling systems were evaluated. Methods: Zirconia cores were made by milling the pre-sintered zirconia block by CAD/CAM or copy milling method followed by subsequent sintering. By building-up the corresponding porcelains on the core, all-ceramic bridges were fabricated, and those were evaluated in comparison with PFM fixed partial denture. Results: During the flexural test of the 3-unit PFM bridge, the porcelain started to chip or break at 507.28(${\pm}62.82$)kgf and the metal framework did not break until the maximum load level of 800kgf which was set in the testing instrument of this study. However, among all-ceramic restoration test groups, Everest(EV) group showed a peeling off or breakage of the porcelain from 365.64(${\pm}64.96$)kgf and the core was broken at 491.77(${\pm}55.62$)kgf. Those values of Zirkonzahn(ZR) were 431.03(${\pm}58.47$)kgf and 602.74(${\pm}48.44$)kgf, respectively. The break strength of the porcelain of PFM(PM) group was significantly higher than that of EV (p<0.05) group and there was no significant difference when comparing to that of ZR (p>0.05). ZR group showed higher break strength than that of EV group however there was no significant difference (p>0.05). The break strength of cores were in the increasing order of EV < ZR < PM (p<0.05). Conclusion: We could find that even though the PM group fractured at much higher value than all-ceramic cores, the breakage values of the porcelain of PM group with crack formation or delamination, which will be regarded as clinical failure, was significantly higher than that of EV group and not significantly higher than that of ZR group at p-values of 0.05. The break strength of ZR group was higher than that of EV group at an insignificant level(p>0.05).