• 제목/요약/키워드: Maintenance and Repair

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사용자중심 디자인 관점에서의 국내 코하우징 공동생활시설 활용에 대한 연구 - 소행주(소통이 있어 행복한 주택) 1, 2, 3호 사례를 중심으로 - (A Study on the Utilization of Co-Housing Community Facilities in the User-Oriented Design Perspective - Focusing on the Case of So-Haeng-Ju No.1, No.2, and No.3 -)

  • 이진우;이주영;마문호;황연숙
    • 한국실내디자인학회논문집
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    • 제24권4호
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    • pp.80-90
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    • 2015
  • This study aims to improve plans by analyzing spatial compositions of cohousing common houses, their role depending on the types of users and spaces, and satisfaction from the user-oriented design perspective. For this study, a basic concept was examined based on previous studies and literature reviews. So-Haeng-Ju(Happy House with Communication) Houses 1, 2, and 3 in Seongmisan Village was analyzed. As well, interviews with residents of these houses were conducted to analyze the role of user behavior in common house depending on the types of users and spaces. As a result, it was found that there were common characteristics of roles in an exchange with neighbors, cooperative child-care, and residents' meetings. The time and behavioral types were different depending on the living patterns, characteristics, and family members of residents. User satisfaction with the locations of community facilities including communal kitchen and communal living room, the composition of rooms, communication with residents, and the connection between communal living space and personal living space, was above the average. However, user satisfaction with storage facilities, or defect repair and facility maintenance was low. Most of cohousing common house users were satisfied with the use and size of spaces, and a sense of community, including communication with neighbors beyond the environment and Seongmisan Village. In conclusion, a realistic alternative is required for future cohousing by developing a system regarding human resources networks and cost bearing issues.

도시공공환경의 변인으로서 사회가치인식과 제도의 변화상에 관한 연구 - 근대기 서울의 도시가로환경에 관한 담론을 중심으로 - (The Study on the Correlation between Value Recognition and Urban Design Policy on the Urban Street - Focused on the Spatial Changes in Seoul during the Modern Periods -)

  • 이지영
    • 한국실내디자인학회논문집
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    • 제22권3호
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    • pp.164-173
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    • 2013
  • This study starts from the genealogical analysis of the urban public spaces through local history of Seoul which is significantly different from western countries. The analysis targets the discourse on the urban street, the basic unit of urban tissue and the settlement condition in urban life, which defines urban space-structure among the urban public spaces. And this research classifies and categorizes the value recognition and policy value occurred each period. Based on these, this research defines the progress levels of urban public design policy in Seoul as follows. Results Firstly, 1890's and 1900's was the period of development in commerce and industry, which caused congested and crowded streets. The open port policy allowed the experience of the foreign circumstance, and thus the identity of the urban streets and the value of symbolism come to realize among the society. During the Japanese colonization, urban streets put on modernized images through the urban remodeling out of the context according to the colonization policy. The brand-new values such as publicness and amenity are injected as well as modern regulations by system and authority. From Liberation to 1950's, it performed only street restoration as a repair from war with Japanese colonial system because of the political confusion and administrative vacuum. Finally, each period can be defined as follows. 1890's and 1900's can be defined as 'spontaneous finding the modernization' because urban street was intentionally transformed by the empire. Period of the Japanese colonization can be defined as 'the formation of modernized urban street concept and the compulsion of modernized regulation.' And period of from Liberation to 1950's, can be called as 'the absence of value recognition and maintenance of colonial system.' methodology.

상악골 전방 결손부 재건 시 견고 고정과 공간 유지로 사용된 타이타니움 메쉬의 임상 예 (RIGID FIXATION AND SPACE MAINTENANCE BY TITANIUM MESH FOR RECONSTRUCTION OF THE PREMAXILLA)

  • 이은영;김경원;최희원;고명원
    • Maxillofacial Plastic and Reconstructive Surgery
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    • 제27권1호
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    • pp.85-92
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    • 2005
  • Reconstruction of defect in the anterior part of the maxilla to enable implant placement or prothesis is a complicated treatment due to the anatomical position and lack of soft tissues. Two cases are presented in which autogenous iliac PMCB(particulate marrow and cancellous bone) with titanium mesh were used for premaxilla reconstruction and alveolar bone repair of the anterior maxillas prior to denture and implants fixation respectively. Cancellous bone from the anterior iliac crest was compressed and placed against a titanium mesh fixed to the bone of palate in a patient with severe defect of the anterior maxilla. There were no problem in the healing, and the anterior maxillas of two patients had increased height and width during the initial healing and remodeling. The clinical reports describe the use of titanium mesh for reconstruction of premaxilla. Autogenous bone grafts were harvested from the iliac crest and were loaded on a titanium mesh that were left in the patient's maxilla for 6 months before they were removed respectively. The radiographic analysis demonstrated that a 10mm vertical ridge augmentation had been achieved. In guided bone regeneration, the quantity of bone regenerated under the barrier has been demonstrated to be directly related to the amount of the space under the membrane. This space can diminish as a result of membrane collapse. To avoid this problem which involved the use of a titanium mesh barrier to protect the regenerating tissues and to achieve a rigid fixation of the bone segments, were used in association with autologous bone in 2 cases. The aim of this study was to evaluate the capability of a configured titanium mesh to serve as a mechanical and biologic device for restoring a vertically defected premaxilla.

Suppression of Ku80 Correlates with Radiosensitivity and Telomere Shortening in the U2OS Telomerase-negative Osteosarcoma Cell Line

  • Hu, Liu;Wu, Qin-Qin;Wang, Wen-Bo;Jiang, Huan-Gang;Yang, Lei;Liu, Yu;Yu, Hai-Jun;Xie, Cong-Hua;Zhou, Yun-Feng;Zhou, Fu-Xiang
    • Asian Pacific Journal of Cancer Prevention
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    • 제14권2호
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    • pp.795-799
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    • 2013
  • Ku70/80 heterodimer is a central element in the nonhomologous end joining (NHEJ) DNA repair pathway, Ku80 playing a key role in regulating the multiple functions of Ku proteins. It has been found that the Ku80 protein located at telomeres is a major contributor to radiosensitivity in some telomerase positive human cancer cells. However, in ALT human osteosarcoma cells, the precise function in radiosensitivity and telomere maintenance is still unknown. The aim of this study was to investigate the effects of Ku80 depletion in the U2OS ALT cell line cell line. Suppression of Ku80 expression was performed using a vector-based shRNA and stable Ku80 knockdown in cells was verified by Western blotting. U2OS cells treated with shRNA-Ku80 showed lower radiobiological parameters (D0, Dq and SF2) in clonogenic assays. Furthermore, shRNA-Ku80 vector transfected cells displayed shortening of the telomere length and showed less expression of TRF2 protein. These results demonstrated that down-regulation of Ku80 can sensitize ALT cells U2OS to radiation, and this radiosensitization is related to telomere length shortening.

경주 석굴암 주변 비탈면의 안정성에 관한 연구 (A Study on the Slope Stability Assessment of Seokguram Region in Gyeongju)

  • 이광우;김승현;조삼덕
    • 한국지반신소재학회논문집
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    • 제16권4호
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    • pp.139-149
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    • 2017
  • 석굴암이 발견된 이후 수행된 그간의 정비 및 보수 보강 사업과 구조안정성 평가는 주로 석굴암의 석재와 콘크리트 돔 구조체의 상태 점검을 위주로 진행되어 왔다. 그러나, 석굴암 배면에는 높이 12m의 암반비탈면이 위치하여 비탈면 붕괴나 낙석 등의 발생이 우려되고, 이는 석굴암의 안정을 저해하는 요인이 될 수 있다. 또한 석굴암 측면 및 전면부의 토사비탈면과 석축의 경우도 최근 빈번해지고 있는 국지성 호우와 지진의 영향으로 장기적으로 안정성을 확보하고 있는지 의문시된다. 이에 본 연구에서는 석굴암 주변 지반과 비탈면에 대한 상세 현장조사를 통해 지형 및 지질학적 위험요인들을 파악하고, 안정성 해석을 통해 석굴암 배면의 노출암반 및 전면부 비탈면과 석축 등의 구조적 안전성을 검토하였다.

A Review of IOSS Design Standardization Technology for Aluminum Alloy Handrail of Offshore Platform

  • Kim, Yeon-Ho;Park, Joo-Shin;Shin, Hyun-Chang;Kim, Sung-Jun;Park, Dae-Kyeom;Ha, Yeon-Chul;Seo, Jung-Kwan
    • 한국해양공학회지
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    • 제34권3호
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    • pp.208-216
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    • 2020
  • The Integrated Offshore Standard Specification (IOSS) involves Korean shipyards, classification societies, research institutes, the Korean industrial society, engineering companies, and oil companies with the objective of reducing costs and risks without compromising safety in international offshore engineering procurement construction (EPC) projects using new standardized bulk components and qualification procedures. The activities of the IOSS include the analysis of the existing rules and regulations to achieve the best standardization, which is reflected in the best practices, and minimize the variables in regulations and rules. In addition, a standard inventory of shapes and dimensions, referred to as specifications, is proposed in the IOSS. In this paper, the aluminum tertiary standardization part (IOSS S102-1/2 S104: Specification for Structural Tertiary Design) is presented with the details of the procedures, background reviews, and cost-benefit analyses of the design and verification methods for standard designs in the IOSS standardization items. Based on the cost-benefit analysis, the application of standardized aluminum tertiary items to offshore projects has significant advantages in terms of maintenance and repair compared to the carbon steel tertiary items utilized in current industrial practices.

유해작업 사내도급 금지와 관련된 논란 및 개정방안에 관한 고찰 (A Review on Recent Debate on Proposals of Amendment of the Article of Prohibition of Inhouse-Contract for Harmful Work in the Industrial Safety and Health Act)

  • 박두용
    • 한국산업보건학회지
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    • 제24권1호
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    • pp.1-13
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    • 2014
  • Objectives: The purpose of this study is to review the debate on the Article 28(Prohibition of Inhouse-Contract for Harmful Work) of the Industrial Safety and Health Law. Methods: Literatures and recent debate for prohibition and permission of inhouse-contract for harmful work were reviewed. Proposals of revision for the Article 28 of the Industrial Safety and Health Law were also reviewed. Results: It was not found reasonable to revise the Article 28 based on increased fatal accidents or diseases in the electroplating work and heavy metals handling works that are currently listed in the Presidential Decree under the law as the harmful works. Regulation types of prohibition or authorization for any harmful work shall have inherently poor coverage since the scope of application is extremely limited. Contractors for maintenance and repair of chemical facilities may not be included in the scope of application if the harmful works are defined as chemical handling works. If harmful works are prohibited, the contractor workers may loose their jobs. Therefore, it is necessary to consider balancing job security and occupational safety and health safety. Conclusions: Various limitations were found in the Article 28 and the proposals to revise it. Currently in-house subcontracting is widely spread in the workplace. Therefore, it may be inappropriate to set one or two Article such as the Article 28 and 29 to protect in-house subcontract workers from injury and illness. It is believed that it needs fundamental redirection and new approach with new paradigm to impose occupational safety and health duty to prime contractors.

Cone penetrometer incorporated with dynamic cone penetration method for investigation of track substructures

  • Hong, Won-Taek;Byun, Yong-Hoon;Kim, Sang Yeob;Lee, Jong-Sub
    • Smart Structures and Systems
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    • 제18권2호
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    • pp.197-216
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    • 2016
  • The increased speed of a train causes increased loads that act on the track substructures. To ensure the safety of the track substructures, proper maintenance and repair are necessary based on an accurate characterization of strength and stiffness. The objective of this study is to develop and apply a cone penetrometer incorporated with the dynamic cone penetration method (CPD) for investigating track substructures. The CPD consists of an outer rod for dynamic penetration in the ballast layer and an inner rod with load cells for static penetration in the subgrade. Additionally, an energy-monitoring module composed of strain gauges and an accelerometer is connected to the head of the outer rod to measure the dynamic responses during the dynamic penetration. Moreover, eight strain gauges are installed in the load cells for static penetration to measure the cone tip resistance and the friction resistance during static penetration. To investigate the applicability of the developed CPD, laboratory and field tests are performed. The results of the CPD tests, i.e., profiles of the corrected dynamic cone penetration index (CDI), profiles of the cone tip and friction resistances, and the friction ratio are obtained at high resolution. Moreover, the maximum shear modulus of the subgrade is estimated using the relationships between the static penetration resistances and the maximum shear modulus obtained from the laboratory tests. This study suggests that the CPD test may be a useful method for the characterization of track substructures.

길모어침에 의한 숏크리트용 급결제의 품질시험방법에 대한 고찰 (Study on the Testing Method for Setting Time of Set Accelerating Agent Using Shotcrete by Gilmour Needles)

  • 김춘호
    • 한국구조물진단유지관리공학회 논문집
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    • 제15권6호
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    • pp.195-200
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    • 2011
  • KS F 2782(숏크리트용 급결제) 규격은 터널시공 또는 단면보수 보강 현장에서 사용되는 숏크리트용 급결제의 성능을 평가하기위한 규격이라 볼 수 있다. KS F 2782(숏크리트용 급결제) 규격에 의한 급결제의 품질시험방법은 단순히 급결제의 품질만을 확인하기 위해서는 많은 변수들이 존재하고 있다. 또한 현재까지 생산된 급결제 제품들은 실내시험에서는 거의 대부분 품질기준에 만족하지는 못하지만 현장에서 급결제가 숏크리트에 혼합되어 슈팅된 후의 품질은 상당히 만족하는 수준의 제품들이 다수이다. 즉 실내 시험을 통해 도출한 결과를 바탕으로 현장에 적합여부를 판단하기 위해서는 실내 시험과 실제 타설 시의 품질의 연관성을 확인하고 그에 맞는 시험방법을 찾아야 한다고 본다. 따라서 본 연구는 급결제와 숏크리트의 재료의 조건을 다양하게 하여 길모어침에 의한 시험결과와 압축강도를 비교하여 KS F2782(숏크리트용 급결제) 규격은 급결제의 품질을 확인하기 위한방법으로서 적합성에 대하여 분석하고자 한다. 그 결과로서 KS F 2782규격의 일부만 수정을 한다고 해서 해결될 수 있는 문제점은 아니며 전반적으로 처음부터 철저하게 검토를 하여 국내 현실에 적합하고 실내 시험의 균일성이 보장되면서 현장에 적용 시 충분한 연관성이 있는 보완책이 마련되어야 한다.

도시철도 콘크리트궤도 목침목 분기기의 손상현황 (Damage Status of Turnout System with Wooden Sleeper of Concrete Track on Urban Transit)

  • 최정열;한경성;봉재근;장철주;정지승
    • 문화기술의 융합
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    • 제5권4호
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    • pp.379-385
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    • 2019
  • 본 연구는 도시철도 콘크리트궤도 목침목 분기기의 손상현황 및 손상유형별 원인을 분석하고자 현장조사를 수행하였다. 또한 약 24년간의 분기기 유지관리이력을 열차 통과톤수와 연계하여 운영 호선별로 구분하여 손상발생빈도와 연계분석하고 현재까지 수행되어온 손상항목별 궤도보수내용의 적정성을 비교 분석하였다. 도시철도 콘크리트 도상에 적용된 목침목 분기기의 특성상 목침목 하부에 삽입되어 있는 침목방진패드의 성능유지가 중요하다. 현장조사결과 목침목 분기기 궤도구조의 적정탄성 수준 부족에 따른 손상 및 다양한 유형의 레일손상이 조사되었으며, 레일의 손상은 독립적인 손상이 아닌 다른 궤도구성품의 손상에서 기인되어 유발되는 경우도 다수 발견되었다. 분기기 궤도구성품별 손상빈도 분석결과, 손상발생빈도는 레일, 타이플레이트, 나사스파이크, 목침목 순으로 나타났으며 이를 바탕으로 목침목 분기기 궤도구조의 주요 손상유형은 목침목의 변형에 따른 나사스파이크와 타이플레이트의 고정상태불량에서 기인된 손상이 주요 손상유형으로 분석되었다. 연구결과, 분기기에 적용된 목침목의 변형은 레일체결장치구성품의 고정상태 불량을 초래하고 이로 인한 연계손상이 유발될 수 있음을 현장조사결과를 바탕으로 분석하였다. 또한 분기기의 중점 점검항목 및 현행 분기기 점검 시트의 보완점을 도출하여 개선 안을 제시하였다.