• 제목/요약/키워드: Cement sheets

검색결과 19건 처리시간 0.021초

Efficient repair of damaged FRP-reinforced geopolymeric columns using carbon fiber reinforced polymers

  • Mohamed Hechmi El Ouni;Ali Raza;Khawar Ali
    • Structural Engineering and Mechanics
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    • 제87권6호
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    • pp.585-599
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    • 2023
  • Geopolymer concrete (GC) can be competently utilized as a practical replacement for cement to prevent a high carbon footprint and to give a direction toward sustainable concrete construction. Moreover, previous studies mostly focused on the axial response of glass fiber reinforced polymer (glass-FRP) concrete compressive elements without determining the effectiveness of repairing them after their partial damage. The goal of this study is to assess the structural effectiveness of partially damaged GC columns that have been restored using carbon fiber reinforced polymer (carbon-FRP). Bars made of glass-FRP and helix made of glass-FRP are used to reinforce these columns. For comparative study, six of the twelve circular specimens-each measuring 300 mm×1200 mm-are reinforced with steel bars, while the other four are axially strengthened using glass-FRP bars (referred to as GSG columns). The broken columns are repaired and strengthened using carbon-FRP sheets after the specimens have been subjected to concentric and eccentric compression until a 30% loss in axial strength is attained in the post-peak phase. The study investigates the effects of various variables on important response metrics like axial strength, axial deflection, load-deflection response, stiffness index, strength index, ductility index, and damage response. These variables include concentric and eccentric compression, helix pitch, steel bars, carbon-FRP wrapping, and glass-FRP bars. Both before and after the quick repair process, these metrics are evaluated. The results of the investigation show that the axial strengths of the reconstructed SSG and GSG columns are, respectively, 15.3% and 20.9% higher than those of their original counterparts. In addition, compared to their SSG counterparts, the repaired GSG samples exhibit an improvement in average ductility indices of 2.92% and a drop in average stiffness indices of 3.2%.

수종의 세멘트에 따른 주조금관의 유지력 및 세멘트 두께의 비교 (COMPARISON FOR THE RETENTION OF CASTING CROWN AND CEMENT THICKNESS FOLLOWING VARIOUS CEMENTS)

  • 이청희;조광헌
    • 대한치과보철학회지
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    • 제32권1호
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    • pp.37-46
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    • 1994
  • 주조관에 대한 레진 세멘트의 유지력을 알아보기 위하여 상악소구치 30개를 일정한 크기로 삭제한 다음통상적인 방법으로 비귀금속 주조관을 제작한후, 각 군에 10개씩 나눈 후 I군에서는 인산 아연세멘트, II군에서는 Panavia-EX, 그리고 III군에서는 All-Bond & composite resin cement로 5kg의 정적인 압력하에서 세멘트한 후, 인스트론 만능시험기에서 cross head speed 1mm/min으로 유지력을 측정하였다. 레진 세멘트의 세멘트 두께를 측정하기 위해서 하나의 상악 소구치를 치아 형성한 후 인상을 채득하여 비귀금속의 치아 5개를 만들고 여기에서 각각의 비귀금속 주조관을 만든 후각 시편의 협, 설, 근, 원심 4면에 변연 가까이 표식을 만든 후, 세멘트하기전 및 Panavia-EX, All-Bond, 인산 아연 세멘트의 순으로 세멘트한 후의 주사전자 현미경 사진을 채득하여 세멘트 후의 두 표시 사이의 간격에 세멘트 하기 전의 간격을 제한 후 한 시편의 4면에서 나온 간격을 평균하여 그 해당 세멘트의 해당 시편에서의 세멘트 두께로 하여 5개의 시편에서 각각 세멘트의 세멘트 두께를 측정하였다. 1. III군에서 $4.34{\pm}1.08kg$으로 가장 파단하중이 높았고 II군에서 $3.34{\pm}1.22kg$, I군에서 $1.66{\pm}0.4kg$의 순으로 나타났다. 2. III군은 I군과 II군에 대해, 그리고 II군은 I군에 대해 통계학적 유의성 있는 차이를 나타내었다(p<0.05). 3. 세멘트 두께에 있어서 Z.P.C는 $45.4{\pm}16.6m$, Panavia는 $41.3{\pm}22.9m$, 그리고 All-Bond는 $151{\pm}82m$로 나타났다. 4. 인산 아연 세멘트와 Panavia는 All-Bond에 대해 통계학적 유의성 있는 차이를 나타내었으며(p<0.05)인산 아연 세멘트와 Panavia-EX사이에는 유의성 있는 차이가 없었다(p>0.05).

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어독성 실험에 따른 방수재 친환경 특성 분석 (Analyses on Environment-friendliness of Waterproof Materials Based on Fish Toxicity Test)

  • 김성균;우지근;이임규;유혜인;정재욱
    • 한국환경복원기술학회지
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    • 제13권1호
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    • pp.57-68
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    • 2010
  • The purpose of this study is to analyze the characteristics of environment-friendliness of waterproof materials based on comprehensive experiments on waterproofness in terms of coefficients of permeability, harmfulness of waterproof materials and fish toxicity of Oryzias latipes mortality to verify eco-toxicity of each method of construction and waterproof material, which are to be applied by taking eco-toxicity into account when building ecological flows in upper areas on natural and artificial grounds. As a result, the following conclusions have been reached in this study: 1. In regard of the harmfulness analyzed, each material showed a different result of analytical value in each lab tank. Compared to input water, pH, COD, SS, T-P, and T-N values increased a little, but DO value decreased. The value of turbidity analyzed independent of the water quality standard of aquatic ecosystem set forth by the Ministry of Environment increased a little compared to the value in input water. 2. In the experiment of fish toxicity, compacted quicklime, cement fluid waterproof material, cement mortar waterproof material and bentonite powder were found to have 100% of fish mortality, respectively, and membrane waterproof material showed 83.3% of mortality, indicating strong fish toxicity. Improved asphalt sheet (63.3%) and synthetic rubber sheet (53.3%) were analyzed to have medium fish toxicity, while bentonite sheet (6.7%), Hwang-toh (6.7%) and clay (3.3%) showed relatively lower mortality and fish toxicity. 3. Regarding the analysis on waterproofness in terms of the coefficient of permeability of each waterproof material, improved asphalt sheet, synthetic rubber sheet, membrane waterproof material, cement fluid and mortar waterproof material and bentonite sheet were found impervious in case no leakage takes place in construction. Bentonite powder was found practically impervious based on the analytical results from the experiment done in compliance with weight ratios. So were the clay and Hwang-toh from the experimental results. To sum up such results as found in the experiment mentioned so far, the values of harmfulness and waterproofness analyzed were different in each lab tank, but there was absolutely little correlation with the mortality gained from the experiment on fish toxicity. In the experiment of fish toxicity, environment-friendly waterproof materials were analyzed, and it was found that clay, Hwang-toh and bentonite sheet are highly environment-friendly. In contrast, synthetic rubber and improved asphalt sheets were found to have medium-level environment-friendliness. Also, membrane water-proof materials, compacted quicklime, cement fluid and mortar waterproof material and bentonite powder were analyzed to have low environment-friendliness.

중도시내(中都市內) 도서(島嶼)와 육지거주부인(陸地居住婦人)의 모성보건실태비교(母性保健實態比較) (Comparative Study on Maternal Health Status With Island and Land Women in A Middle City Area)

  • 김규철
    • Journal of Preventive Medicine and Public Health
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    • 제9권1호
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    • pp.65-75
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    • 1976
  • To compare the maternal health status between women in island and land, the study was conducted to adjacent land (kukdong) and island (kyonghodong) areas in Yosoo city during April 1976. The results obtained from 174 interviewee in island and 192 in land areas were the same as follow, 1. General characteristics of both area. Age: Land, group 20-29 year of age was the largest. Island, 30-39 year of age was the largest. Education; Low educated group, less than primary grade (land 88.6%, island 93.1%), was predominant in both area. Occupation of herself; agriculture and labor was the main occupation (land 50%, island 82.2%) in both area. Occupation of husband: labor and fishery was general (81.2%) in land, and agriculture and fishery was general (81.6%) in island. Duration of residence; Land, 25.0% being resided here more than 10 years. Island, 64.3% being resided here more than 10 years. 2. Marriage, Pregnancy, and Present children. Average age at marriage; Land, 20.7 years. Island, 20.9 years. Average frequency of pregnancy; Land, 4.4 times. Island, 4.3 times. Wastage of pregnancies: Land, 236 per 1000 pregnancies. Island, 151 per 1000 pregnancies. Wastage occupied by induced abortion; land, 73.5%. island, 60.5%. Number and sex of present children; Land, 3.3 per family, sex ratio 52.4 to 47.6. Island, 3.6 per family, sex ratio 53.3 to 46.7. 3. Prenatal and postnatal care. Prenatal consutation: Land, 16.1% received by doctor or midwife. Island 9.2% received by doctor or midwife. Complications during last pregnancy; Land, 46.6% complained. Island, 51.1% complained. Return to work within 1 week after delivery; Land, 40.6%. Island, 50.6%. 4. Delivery environment Home delivery; Land, 97.4% Island, 97.3%. Delivery attdended by non medical professions at home; Land, 80.2% Island, 93.7%. Solo home delivery; Land, 13.0%, Island, 12.9%. Delivery attended by layman without taking any disinfective preparations; Land, 48.1%, Island, 49.1%. Material mainly used to cut umbilical cord at home; Land, scissors (97.4%). Island, scissora (98.8%). Cord cutting material used without giving any disinfective preparations; Land, 79.9%, Island, 84.0%. Delivery sheets used at home; Cement bag paper (land 50.0%, island, 31.3%). Vinyl sheets (land,17.5%, island, 27.6%). News paper (land, 3.2%. island, 11.7%). No sheets (land 19.5%. island, 12.9%). etc. Maternal Meal; Seaweed soup with rice was the most general in both area. (land 95.3%, island, 91.4%).

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자동차 제조 사업장 근로자들의 석면 취급 이력 추정 (Estimation of the Asbestos Handling History of Workers in the Automobile Manufacturing Industry in Korea)

  • 최상준;김신범;최영은
    • 한국산업보건학회지
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    • 제27권4호
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    • pp.423-432
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    • 2017
  • Objectives: This study was conducted to evaluate asbestos handling history of workers at automobile manufacturing plants in Korea. Methods: National regulations on asbestos and Korea Occupational Safety and Health Agency(KOSHA) database on the information of asbestos containing products were reviewed. We investigated asbestos related materials from one automobile manufacturing plant. Material safety data sheets(MSDS) collected in 2010, work environment monitoring results reported from 2000 to 2013, trade union reports and asbestos survey reports were reviewed. We also interviewed workers with long career and did walk-through survey. Results: The Ministry of Labor in Korea has permitted asbestos manufacturing since 1990. In 1997, the use of crocidolite and amosite asbestos were banned. In 2007, the Korean government announced a total ban on the manufacturing, importation and use of all kinds of asbestos, which took full effect in 2009. A total of 174 asbestos products information from KOSHA database was analyzed. Extruded cement panel for building, special brake for crane farm machinery, gasket, joint sheet and thermal insulator were produced until 2007. From automobile manufacturing plant survey, we confirmed that asbestos containing materials(ACM) such as gasket, heating induction materials have been used until 2011. Asbestos containing building materials(ACBM) such as bamlites, slate and ceiling tex were reported at 122 asbestos dismantling projects in 2014. Conclusion: Although the use of all kinds of asbestos were banned from 2009, ACMs and ACBMs installed before 2009 were still found at automobile manufacturing plant until 2011 and 2014 respectively. In particular, asbestos slates should be managed because most of slates had not been removed until 2014.

Strengthening of concrete damaged by mechanical loading and elevated temperature

  • Ahmad, Hammad;Hameed, Rashid;Riaz, Muhammad Rizwan;Gillani, Asad Ali
    • Advances in concrete construction
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    • 제6권6호
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    • pp.645-658
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    • 2018
  • Despite being one of the most abundantly used construction materials because of its exceptional properties, concrete is susceptible to deterioration and damage due to various factors particularly corrosion, improper loading, poor workmanship and design discrepancies, and as a result concrete structures require retrofitting and strengthening. In recent times, Fiber Reinforced Polymer (FRP) composites have substituted the conventional techniques of retrofitting and strengthening of damaged concrete. Most of the research studies related to concrete strengthening using FRP have been performed on undamaged test specimens. This contribution presents the results of an experimental study in which concrete specimens were damaged by mechanical loading and elevated temperature in laboratory prior to application of Carbon Fiber Reinforced Polymer (CFRP) sheets for strengthening. The test specimens prepared using concrete of target compressive strength of 28 MPa at 28 days were subjected to compressive and splitting tensile testing up to failure and the intact pieces of the failed specimens were collected for the purpose of repair. In order to induce damage as a result of elevated temperature, the concrete cylinders were subjected to $400^{\circ}C$ and $800^{\circ}C$ temperature for two hours duration. Concrete cylinders damaged under compressive and split tensile loads were re-cast using concrete and rich cement-sand mortar, respectively and then strengthened using CFRP wrap. Concrete cylinders damaged due to elevated temperature were also strengthened using CFRP wrap. Re-cast and strengthened concrete cylinders were tested in compression and splitting tension. The obtained results revealed that re-casting of specimens damaged by mechanical loadings using concrete & mortar, and then strengthened by single layer CFRP wrap exhibited strength even higher than their original values. In case of specimens damaged by elevated temperature, the results indicated that concrete strength is significantly dropped and strengthening using CFRP wrap made it possible to not only recover the lost strength but also resulted in concrete strength greater than the original value.

가공의치(架工義齒)에 작용(作用)하는 Stress에 관(關)한 광탄성학적(光彈性學的) 분석(分析) (Photoelastic Stress Analysis of Fixed Partial Dentures)

  • 조원행
    • 대한치과보철학회지
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    • 제18권1호
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    • pp.15-35
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    • 1980
  • The purpose of this study was to investigate stresses in the various components of fixed partial dentures restoring the posterior teeth of the lower jaw, and to measure quantitatively the effects of certain modifications in structural design on the stresses in the restorations using two-dimensional photoelasticity. Two-dimensional photoelastic methods were used in this study. Several models of fixed partial dentures were constructed. Shoulder less margins and anatomic occlusal reduction were incorporated in Model 1. Rounded shoulders and flat occlusal reduction were incorporated in Model 2, while Model 3 was a cantilever fixed partial denture. Other similar fixed partial dentures were constructed with V and U notches deliverately included in the region of the fixed joints for comparative reasons. The birefringent materials used in this study were PSM-1 and PSM-5 in standard sheets. PSM-1 was used for constructing the substructure, and PSM-5 was used in making the components of the fixed partial dentures. The two materials were used in the construction of composite photoelastic models. Improved artificial stone was used to represent dental cement in luting the composite photoelastic models. Static loading procedures were used at preplanned sites to represent occlusal loads in the mouth. 35 mm color and B/W film were used to record isochromatics in accordance with photoelastic procedures. Data reduction was performed using the grid method, which helped in, the mathematical integration procedure (Shear difference method) to separate the principal stresses. The results were as follows. 1. Fixed partial dentures do not function in bending as a symmetrical beam. Alternate areas of tension and compression were demonstrated when multiple contact loading was used. 2. The weakest part in posterior fixed partial dentures is the fixed joint. 3. (1) Models I and modified Model I were loaded on the pontic using a 50 pound vertical static load. The shear stress near the posterior fixed joint in Model 1 (U notches) was+129.4 p.s.i., and at the same fixed joint in modified Model 1 (V notches) was+239.4 p.s.i. The concentration of stress in fixed joint was reduced by 50% when U notches replaced the V notches. (2) Modified Model 2 was loaded using a multiple contact loader at a total load of 125 pounds. The difference between the principal stresses (${\sigma}_1-{\sigma}_2$), shear stress, at the V notches was+600 p.s.i., and at the U notches was+3l7 p.s.i. The shear stress was reduced by 50% when U notches replaced the V notches. V-grooves at the fixed joints should be avoided, and should be replaced by regular shaped U-grooves. 4. Cantilever fixed partial dentures had much higher stresses at the fixed joint than fixed partial dentures that were attached at both ends.

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불화수소에 대한 사고대응 정보시트 개발 (Development of Accident Response Information Sheets for Hydrogen Fluoride)

  • 윤영삼;박연신;김기준;조문식;황동건;윤준헌;최경희
    • 한국위험물학회지
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    • 제2권1호
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    • pp.18-26
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    • 2014
  • We analyzed the demand of competent authorities requiring adequate technical information for initial investigation of chemical accidents. Reflecting technical reports on chemical accident response by environmental agencies in the U.S. and Canada, we presented information on environmental diffusion and toxic effects available for the first chemical accident response. Hydrogen fluoride may have the risk potential to corrode metals and cause serious burns and eye damages. In case of inhalation or intake, it could have severe health effects. The substance itself is inflammable, but once heated, it decomposes producing corrosive and toxic fume. In case of contact with water, it can produce toxic, corrosive, flammable or explosive gases and its solution, a strong acid, may react fiercely with a base. In case of hydrogen fluoride leak, the preventive measures are to decrease steam generation in exposed sites, prevent the transfer of vapor cloud and promptly respond using inflammable substances including calcium carbonate, sodium bicarbonate, ground limestone, dried soil, dry sand, vermiculite, fly ash and powder cement. The method for fire fighting is to suppress fire with manless hose stanchions or monitor nozzles by wearing the whole body protective clothing equipped with over-pressure self-contained breathing apparatus from distance. In case of transport accident accompanied with fire, evacuation distance is 1,600m radius. In cae of fire, fire suppression needs to be performed using dry chemicals, CO2, water spray, water fog, and alcohol-resistance foam, etc. The major symptoms by exposure route are dyspnoea, bronchitis, chemical pneumonia and pulmonary edema for respiration, skin laceration, dermatitis, burn, frostbite and erythema for eyes, and nausea, diarrhea, stomachache, and tissue destruction for digestive organs. In atmosphere, its persistency is low, and its bioaccumulation in aquatic organism is also low.

연세지역 아파트 주민의 모자보건에 관한 실태조사 (A Study of Knowledge, Attitude, and Practice Relative to Maternal and Child Health Among Women Residing in Apartments at Yonsei Community Health Area)

  • 유승흠;정영숙;이경자;김광종
    • Journal of Preventive Medicine and Public Health
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    • 제4권1호
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    • pp.77-87
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    • 1971
  • 연세지역 아파트 주민의 모자보건과 가족계획에 대한 지식, 태도와 실천을 파악하기 위하여 1970년 11 월24일부터 12월 30일까지 305명의 유배우가임부인을 대상으로 조사 하였다. 본 연구를 통해 얻어진 결과를 요약하면 다음과 같다. A. 임신과 출산 1. 현 임신율 16.4% 2. 분만장소 출산경험이 있는 281명에 대한 최종아의 분만중 48.0%가 의사 또는 조사원이 개조 하였고 그 나머지 52.0%는 가정분만이었다. 교육정도, 매스메디아 접촉정도가 높을수록, 그리고 도시출생성장일수록 병원 또는 조산원 분만이 높았다. 9. 분만시 방포 사용 종류 가정분만 141예중 세멘트 포대와 비닐을 깐 경우가 합해서 50%이었고 아무것도 깔지 않고 분만한 경우도 4예가 있었다. 4. 제대 절단 용구와 소독 가정 분만 141예중 70.2%가 가위를 사용했고, 소독해서 사용한 예는 불과 24.1%이었다. 5. 산후 휴식기간 산후 1달 혹은 1달이상 휴식한 예가 47.3%이었고 교육정도가 높아짐에 따라 길어지고 있다. 6. 초유처리 초유를 애기에게 먹인 예가 52.4%이있고 교육정도에 따라 유의한 차이가 없었다. 7. 산전 산후의 금기 음식 42.9%가 산전 산후에 먹어서는 안될 음식이 있다는 그릇된 지식을 갖고 있다. B. 아동 보건 1. 예방접종에 관한 지식과 실천 어린이 예방접종 6가지 모두 알고있는 부인은 20.3%이며 93.2%가 1가지 이상 알고있었다. 1가지 이상 실시한 경우는 85.2%이었고 교육정도별 유의한 차이는 없었다. 2. 최종아의 이환과 치료 48.1%가 아픈 일이 있었으며 그중 병원 이용은 41.5%이었다. 3. 육아 상담 76.5%가 상담한 일이 없었으며 세브란스 병원 육아 지도회 이용율은 13.2%의 저율을 보였고 앞으로의 육아지도회 이용할 생각은 54.1%가 생각 없다고 하였다. 4. 수 유 최종아의 이유기간은 6개월${\sim}$1년미만이 33.9%로 수위이며 젖뗀 이유는 모자 보건을 위해서가 수위였다. 5. 출생 및 사망신고장소에 대한 지식과 실천구청으로 답한 옳은 답은 64.6%였고 14일 이내 출생 신고한 비율은 29.2%에 한 하였다. C. 가족계획에 대한 지식, 태도, 실천정도 가족계획 찬성율은 95.0%의 고율을 보이고 있고, 97.7%가 1가지 이상의 방법을 알고 있었으나 가족계획 실천율은 35.4%이었다. 첫아이갖는 이상적인 연령은 $24{\sim}25$세가 수위였다. D. 자녀수 이상적인 평균 자녀수는 3.1명이며 인공유산 경험자는 31.1%이다. 본 논문을 완성함에 있어서 간곡하신 지도와 교열의 수고를 베풀어 주신 연세의대 예방의학교실 김일순 선생님과 연세간호대학 김모임 선생님께 충심으로 감사를 드린다.

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