• 제목/요약/키워드: Basement wall

검색결과 80건 처리시간 0.024초

토끼의 전층 복벽 결손 재건에서 무세포진피 ($SureDerm^{TM}$)와 합성물질(PROCEED$^{(R)}$)에 대한 생체적합성 비교 연구 (Comparative Study for Compatibility of Acellular Dermis ($SureDerm^{TM}$) and Synthetic Material (PROCEED$^{(R)}$) on Abdominal Wall Defect in Rabbit Models)

  • 강낙헌;송승한;강대영;안재형;최다미;김진영
    • Archives of Plastic Surgery
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    • 제38권2호
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    • pp.135-142
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    • 2011
  • Purpose: Deficiencies of the abdominal wall can be the a result of infection, surgery, trauma, or primary herniation. For abdominal wall reconstruction, synthetic materials have been shown to provide a better long-term success rate than primary fascial repair. But, synthetic materials cannot elicit angiogenesis or produce growth factor and are therefore plagued by an inability to clear infection. As a result of the inherent drawbacks of synthetic, significant effort has been spent on the identification of new bioprosthetic materials. The aim of our study is to evaluate the effectiveness of a synthetic material (PROCEED$^{(R)}$) and an ADM ($SureDerm^{TM}$) to repair abdominal wall defects in a rabbit models. Methods: We measured the tensile strength of the $SureDerm^{TM}$ and PROCEED$^{(R)}$ by a Tension meter (Instron 4482). 16 Rabbit models were assigned to this study for abdominal wall reconstruction. Abdominal defect of 8 rabbits were reconstructed by PROCEED$^{(R)}$ and the rest were reconstructed by $SureDerm^{TM}$. We assessed gross and histologic examinations for the reconstructed abdominal wall. Results: The tensile strength of $SureDerm^{TM}$ and Gore Tex$^{(R)}$ is $14.64{\pm}0.51Mpa$, $8.54{\pm}0.45Mpa$. PROCEED$^{(R)}$ was estimated above the limits of measurement. Inflammatory reaction of PROCEED$^{(R)}$ persisted for 32weeks, but $SureDerm^{TM}$ decreased after 16weeks. Vascular ingrowth into the $SureDerm^{TM}$ was seen after 32 weeks. The basement membrane of $SureDerm^{TM}$ changed into a form of pseudoperitoneum. In PROCEED$^{(R)}$, it seemed like pseudoepithelial lining was made from the fibrosis around the mesh. Conclusion: In our study, the $SureDerm^{TM}$ not only have less inflammatory reaction and presented more angiogenesis than the PROCEED$^{(R)}$, but also have pseudoperitoneum formation. It is expected that $SureDerm^{TM}$ is useful for abdominal wall reconstruction. However, a long-term study of its usage consequences are thought to be needed.

콘크리트 구조물의 충격공진 시험 (Impact-Resonance Testing of Concrete Structures)

  • 김영환
    • 비파괴검사학회지
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    • 제23권5호
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    • pp.526-531
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    • 2003
  • 콘크리트 구조물의 건전성은 공공의 안전에 미치는 영향이 크기 때문에, 이들의 진단은 매우 중요하다. 충격공진 시험은 콘크리트 구조물의 비파괴검사에 널리 사용되어왔다. 이 글에서는 충격-공진 시험의 배경과 기본원리에 대하여 기술하였으며, 실험실의 연구사례는 물론이고 대형 구조물의 기초콘크리트와 대형 슬러리 월에 대한 현장 적용사례도 기술하였다.

기관지 천식에서의 기도 개형 (Airway Remodelling in Asthma)

  • 임대현
    • Clinical and Experimental Pediatrics
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    • 제48권10호
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    • pp.1038-1049
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    • 2005
  • Asthma is characterized by a chronic inflammatory disorder of the airways that leads to tissue injury and subsequent structural changes collectively called airway remodelling. Characteristic changes of airway remodelling in asthma include goblet cell hyperplasia, deposition of collagens in the basement membrane, increased number and size of microvessels, hypertrophy and hyperplasia of airway smooth muscle, and hypertrophy of submucosal glands. Apart from inflammatory cells, such as eosinophils, activated T cells, mast cells and macrophages, structural tissue cells such as epithelial cells, fibroblasts and smooth muscle cells can also play an important effector role through the release of a variety of mediators, cytokines, chemokines, and growth factors. Through a variety of inflammatory mediators, epithelial and mesenchymal cells cause persistence of the inflammatory infiltrate and induce airway structural remodelling. The end result of chronic airway inflammation and remodelling is an increased thickness of the airway wall, leading to a increased the bronchial hyperresponsiveness and fixed declined lung function.

안트라사이트와 버미큘라이트를 혼입한 산화마그네슘 경화체의 흡착특성 (Adsorption properties of magnesium oxide matrix using anthracite and vermiculite)

  • 김대연;편수정;이동훈;이상수
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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    • pp.224-225
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    • 2018
  • Modern people are more interested in the indoor environment as they spend more time indoors than in the past. Among the air pollutants in the indoor air, ladon gas is a colorless, tasteless, odorless, inert gas produced by nuclear decomposition of naturally occurring uranium in rocks and soils. It has been proven that ladon gas is introduced into the room through cracks on the floor of the building or basement wall, and it causes various diseases such as lung cancer when exposed to radon during human breathing. The US Environmental Protection Agency (EPA) specifies 4pCi / L as a necessary measure for radon, and the Korea Environmental Protection Agency has implemented comprehensive indoor radon management measures since 2007. Therefore, in this study, we intend to adsorb and reduce radon in indoor air pollutants.

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공동주택 지하주차장의 벽체(壁體) 표면결로방지(表面結露防止)를 위한 적정 공법 선정에 관한 연구 (A Study on the Adoption of optimum Construction Method to prevent Condensation on the wall of Underground Parking Lot in Apartment Project)

  • 오길환;이일재;김성규
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2007년도 추계 학술논문 발표대회
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    • pp.101-104
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    • 2007
  • Currently most of underground structures in domestic apartment projects are being designed for parking lot and essential parking area is growing due to the increase in car-holding number per household. Moreover, most underground parking lots of today are combined with basement, therefore a pleasant environment in underground space is strongly needed for the dwellers' use. However, there always occur high percentage of humidity and surface condensation in underground parking lot because of the nature of underground structure and they are having a bad influence on the comfort and health of dwellers. Therfore, this study is planned to compare and examine the porformance and properties of currently used construction methods to prevent condensation and finally present the most suitable method.

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울산단층계 북부 천북면 일대의 트렌치 조사와 단층변위 (Trench Survey and Fault Displacement at Cheonbuk-myon Area along the Northern Part of Ulsan Fault System)

  • 경재복
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 1998년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
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    • pp.235-240
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    • 1998
  • Quaternary fault movement of the Ulsan fault system was interpreted by aenal photograph, field survey and trench excavation. The geomorphological evidences associated with active fault are clearly shown at Cheonbuk-myeon area, northern part of Ulsan fault system. In the trench wall one reverse fault(N 50$^{\circ}$E, 70$^{\circ}$E) is identified between basement rock (Miocene mudstone) and gravel deposits Another thrust fault (NS) extends up to the red and light brown soil layers. Middle terrace surface shows cumulative vertical displacements of about 3 to 7 m. The horizontai displacement of the red soil by faulting event is about 1.8 to 2.4m. The age of the fault activity is younger than that of the soil layer, which is roughly estimated to be late Quaternary (about 100Ka)

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시멘트와 변성 폴리머를 혼합한 프라이머의 콘크리트 함수율에 따른 부착성능 비교 (Comparison of Adhesion Performance According to Concrete Moisture Content of Primer Mixed with Cement and Modified Polymer)

  • 강효진;안기원;오상근
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2019년도 추계 학술논문 발표대회
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    • pp.231-232
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    • 2019
  • In this study, primers were prepared by mixing cement and modified polymer, and the adhesion to the substrate surface was enhanced by using cement which is the same material as the basement outer wall. The improved primer is used to verify the adhesion performance of the substrate in wet concrete environments.

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Top-down 공법 현장에서 엘리베이터 코어월 정밀 시공을 위한 시공 BIM의 적용 사례 연구 (Case Study of the Field-BIM for Precision Construction of Elevator Core Wall in Top-down Project)

  • 심학보;석원균;박순전
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2019년도 추계 학술논문 발표대회
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    • pp.108-109
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    • 2019
  • Top-down construction is a useful method of utilizing the working space, economic benefits and shorten the construction period. Precision construction of the elevator core is very important for safety of the top-down structure. In this study, the layout system for the field-BIM(Building Information Modeling) was used to precisely construct the elevator core in the basement and the ground. Through the layout system, it was possible to process the construction status, review the design results and construction errors, and confirm whether there is or not within the construction error range for elevator installation.

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역타공법 중심의 골조 공기단축을 위한 시공시퀀스 변경에 따른 구조해석 및 요소기술 분석 (Structure and Construction Technology Analysis about Construction Sequence Change for Superstructure Construction Period Reduction in Top-down Method)

  • 박용현;주영규
    • 대한건축학회논문집:구조계
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    • 제35권6호
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    • pp.101-109
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    • 2019
  • The purpose of this study is to improve a general Top-Down construction process for superstructure construction period reduction. In a general Top-Down construction sequence, the ground floor slab is set up first. Subsequently, 1st basement level construction including core walls is constructed. Initiation of the ground level superstructure gets waited until then. In this study, removable deck plate installation on the bottom of the core walls of ground level is preceding the concrete casting, therefore, ground level superstructure construction is able to get started earlier. Up to first typical floor concrete casting, total of seventy-two working(calendar) days will be resulted in a reduction from the total construction periods.

콘크리트 가이드를 이용한 흙막이용 겹침연속말뚝 (Continuous Overlap Pile by Using Concrete Guide for Soil Sheeting Works)

  • 임남기
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 가을 학술논문 발표대회
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    • pp.12-13
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    • 2021
  • As construction projects are gradually getting larger and focusing on building skyscraper with the development of construction technology and the concentration of population in cities, the choice of the soil sheeting works is very important in terms of securing safety and economic feasibility. Further research is planned on the developed concrete guide-based continuous over lap pile method through the introduction of a system that automates vertical management, continuous improvement and supplementation so that the basement soil sheeting wall can be utilized as a building structure.

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