• 제목/요약/키워드: Early age strength

검색결과 507건 처리시간 0.024초

고강도 고함량 고로슬래그 혼합 시멘트 모르터의 수화 및 포졸란 반응에 미치는 석회석 미분말과 실리카퓸의 영향 (Effects of Limestone Powder and Silica Fume on the Hydration and Pozzolanic Reaction of High-Strength High-Volume GGBFS Blended Cement Mortars)

  • 정지용;장승엽;최영철;정상화;김성일
    • 콘크리트학회논문집
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    • 제27권2호
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    • pp.127-136
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    • 2015
  • 본 연구는 고강도 고함량 고로슬래그 콘크리트의 특성에 미치는 석회석 미분말과 실리카퓸의 영향을 검토하기 위해 50%에서 최대 80%까지 고로슬래그를 다량 혼합하고, 석회석 미분말을 최대 20%, 실리카퓸을 최대 10%까지 혼합한 물-결합재비 20%의 고강도 시멘트 모르터의 유동성, 강도발현, 수화 및 포졸란 반응 특성, 공극율 및 공극 크기 분포 등을 분석하였다. 실험결과에 따르면 고함량 고로슬래그 배합은 포틀랜드 시멘트 배합에 비해 고로슬래그의 낮은 표면 마찰로 유동성이 크게 향상되고, 시멘트 수화에 필요한 자유수가 많아져 수화반응이 촉진되면서 초기강도가 증가하나, 너무 낮은 물-결합재비와 단위시멘트량으로 인해 수산화칼슘의 생성량이 부족하여 포졸란 반응이 충분히 활성화되지 못함에 따라 장기강도 발현이 억제된다. 석회석 미분말은 유동성에는 큰 영향을 주지 않고, 역시 시멘트의 초기 수화를 촉진하는 것으로 나타났으나, 수화를 가속하는 효과는 고로슬래그보다 높지 않고, 고로슬래그와 달리 수경성이 없기 때문에 오히려 석회석 미분말의 치환율이 높아질수록 압축강도가 낮아지는 것으로 나타났다. 또한 고분말의 고로슬래그를 사용하거나, 또는 실리카퓸으로 고로슬래그를 치환하는 경우 시멘트 수화에 필요한 자유수를 더 많이 흡착함으로써 유동성과 강도를 저하시키는 것으로 나타났다. 또한 고로슬래그를 사용한 배합의 공극율이 보통 포틀랜드 시멘트 배합보다 낮게 나타났으나, 석회석 미분말은 공극율에 뚜렷한 영향을 나타내지 않았고 실리카퓸은 낮은 시멘트 수화도로 인해 공극율을 오히려 증가시키는 것으로 나타났다. 반면 공극 크기 분포에 있어서는 고로슬래그와 실리카퓸를 혼합한 경우 미세공극이 증가하는 것으로 나타났다.

Effect of Steam Curing on Concrete Piles with Silica Fume

  • Yazdani, N.;F. Asce, M. Filsaime;Manzur, T.
    • International Journal of Concrete Structures and Materials
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    • 제4권1호
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    • pp.9-15
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    • 2010
  • Silica fume is a common addition to high performance concrete mix designs. The use of silica fume in concrete leads to increased water demand. For this reason, Florida Department of Transportation (FDOT) allows only a 72-hour continuous moist cure process for concrete containing silica fume. Accelerated curing has been shown to be effective in producing high-performance characteristics at early ages in silica-fume concrete. However, the heat greatly increases the moisture loss from exposed surfaces, which may cause shrinkage problems. An experimental study was undertaken to determine the feasibility of steam curing of FDOT concrete with silica fume in order to reduce precast turnaround time. Various steam curing durations were utilized with full-scale precast prestressed pile specimens. The concrete compressive strength and shrinkage were determined for various durations of steam curing. Results indicate that steam cured silica fume concrete met all FDOT requirements for the 12, 18 and 24 hours of curing periods. No shrinkage cracking was observed in any samples up to one year age. It was recommended that FDOT allow the 12 hour steam curing for concrete with silica fume.

천장관절에 대한 도수치료가 기능적 다리길이 차이에 미치는 영향 (The Influence of Manual therapy for Sacroiliac Joint on Functional Leg Length Discrepancy)

  • 신의주;정용식;전재국
    • 대한정형도수물리치료학회지
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    • 제26권1호
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    • pp.73-78
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    • 2020
  • Background: The leg length discrepancy (LLD) have been implicated with degenerative diseases since the early 1970s, which also causes musculoskeletal asymmetry problems. The LLD appears due to factors such as balance ability, response time, and muscle strength between the shorter and longer leg. In this study, the effect of manual therapy to LLD has been studied. Methods: Manual therapy has been applied on shorter leg of 30 patients with LLD. The manual therapy was conducted for 2~3 minutes 3 times a week for 4 weeks. Results: The leg length of shorter leg were measured at initial baseline and after 4 weeks. the average leg length of shorter leg increased from 94.10 cm to 94.33 cm. Conclusion: This paper reports that the manual therapy has positive effects on LLD. It was studied by conducting manual therapy on muscles and joints related to shorter leg. In the future, the muscles and joints of the longer leg should be considered and various age group should be studied to develop the understanding of the effect of manual therapy on LLD.

How did the merger remnant galaxy M85 form?: A follow-up spectroscopy for M85 globular clusters

  • Ko, Youkyung;Lee, Myung Gyoon;Sohn, Jubee;Lim, Sungsoon;Park, Hong Soo;Hwang, Narae
    • 천문학회보
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    • 제40권2호
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    • pp.33.1-33.1
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    • 2015
  • M85 is a nearby merger remnant galaxy located at the northern part of the Virgo Cluster. Because of its remarkable merging features, it is an interesting object to investigate its formation history. Globular clusters are a great tracer of the formation history of early-type galaxies, so that we study the globular cluster system of M85. It has been already found that there are "intermediate-color" globular clusters as well as blue and red ones based on the photometric survey using CFHT/Megacam. For follow-up research, we obtain the spectra of 21 globular clusters in the central region of M85 using Gemini-N/GMOS. We estimate their ages and metallicities based on the strength of Lick indices. We detect the intermediate-age population (~ 2 Gyr) with solar metallicities, comprising about 50% of the observed globular clusters, as well as old and metal-poor population. It suggests that M85 experienced a major merging event around 2 Gyr ago. We discuss these results regarding to the formation history of M85.

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한중시공시 단열양생방법 변화에 따른 슬래브 콘크리트의 온도이력 특성 (Temperature History of Slab Concrete Depending on Insulation Curing Method in Cold Weather Concreting)

  • 김종백;임춘근;박구병;김성수;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
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    • pp.17-20
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    • 2005
  • This paper reported the temperature history of concrete placed at deck plate slab under cold climate condition by varying with surface insulating type. No curing sheet and simple insulation curing including non-woven fabric, double layer bubble sheet, the combination of double layer bubble sheet and non-woven fabric dropped temperature below zero within 24 hours, which caused frost damage at early age. On the other hand, the combination of double layer bubble sheet and non-woven fabric and double layer bubble sheet and styrofoam maintained minimum temperature above $4^{\circ}C\;and\;8^{\circ}C$, respectively. Based on core test results compressive strength of concrete with the combination of double layer bubble sheet and non-woven fabric and double layer bubble sheet and styrofoam was higher than those with other curing method due to good insulation effect.

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Combined effect of mineral admixture and curing temperature on mechanical behavior and porosity of SCC

  • Djamila, Boukhelkhal;Othmane, Boukendakdji;Said, Kenai;El-Hadj, Kadri
    • Advances in concrete construction
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    • 제6권1호
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    • pp.69-85
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    • 2018
  • In order to provide sufficient stability and resistance against bleeding and segregation during transportation and placing, mineral admixtures are often used in self-compacting concrete mixes (SCC). These fine materials also contribute to reducing the construction cost and the consumption of natural resources. Many studies have confirmed the benefits of these mineral admixtures on properties of SCC in standard curing conditions. However, there are few published reports regarding their effects at elevated curing temperatures. The main objective of this study is to investigate the effect of three different mineral admixtures namely limestone powder (LP), granulated blast furnace slag (GS) and natural pozzolana (PZ) on mechanical properties and porosity of SCC when exposed to different curing temperatures (20, 40, 60 and $80^{\circ}C$). The level of substitution of cement by mineral admixture was fixed at 15%. The results showed that increasing curing temperature causes an improvement in performance at an early age without penalizing its long-term properties. However the temperature of $40^{\circ}C$ is considered the optimal curing temperature to make economical and high performance SCC. On the other hand, GS is the most suitable mineral admixture for SCC under elevated curing temperature.

ASR Resistance of Ternary Cementitious Systems Containing Silica Fume-Fly Ash Using Modified ASTM C 1260 Method

  • Shon, Chang-Seon;Kim, Young-Su;Jeong, Jae-Dong
    • 콘크리트학회논문집
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    • 제15권3호
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    • pp.497-503
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    • 2003
  • Supplementary cementitious materials (SCM) such as fly ash, ground granulated blast furnace slag and silica fume are now being extensively used in concrete to control expansion due to alkali-silica reactivity (ASR). However, the replacement level of a single SCM needed to deleterious ASR expansion and cracking may create other problem and concerns. For example, incorporating silica fume at levels greater than 10% by mass of cement may lead to dispersion and workability concerns, while fly ash can lead to poor strength development at early age, The combination of silica fume and fly ash in ternary cementitious system may alleviate this and other concerns, and result in a number of synergistic effects. The aim of the study was to enable evaluation of more realistic suitability of a silica fume-fly ash combination system for ASR resistance based on an in-house modification of ASTM C 1260 test method. The modification can be more closely identified with actual field conditions. In this study three different strengths of NaOH test solution(1N, 0.5N, and 0.25N) were used to measure the expansion characteristics of mortar bar made with a reactive aggregate. The other variable included longer testing period of 28 days instead of a conventional 14 days.

강섬유 보강 콘크리트의 조기 재령에서의 휨 인성 발현에 관한 연구 (Investigation of Flexural Toughness Development of Steel Fiber Reinforced Concrete at Early Ages)

  • 이창준;신성우
    • 한국안전학회지
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    • 제24권6호
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    • pp.103-110
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    • 2009
  • Since the mechanical properties of cement-based materials are time-dependent due to the prolonged cement hydration process, those of fiber reinforced concrete(FRC) may also be time-dependent. Toughness is one of important properties of FRC. Therefore, it should be investigated toughness development of FRCs with curing ages to fully understand the time-dependent characteristics of FRCs. To this end, the effect of curing ages on flexural toughness development of steel fiber reinforced concrete is studied. Three point bending test with notched beam specimen was adapted for this study. Hooked-end steel fiber(DRAMIX 40/30) was used as a fiber ingredient to investigate w/c ratio and fiber volume fraction effect on toughness development during curing. Three different water-cement ratios(0.44, 0.5 and 0.6) and fiber volume fractions(0%, 0.5% and 1%) were used as influence factors. Each mixture specimens were tested at five different ages, 0.5, 1, 3, 7 and 28 days. The study shows that flexure toughness development with age is quite different than other concrete material properties such as compressive strength. The study also shows that the toughness development trend correlates more closely to water/cement ratio than to fiber volume fraction.

제올라이트가 함유된 시멘트의 수화 특성 (Hydration Characteristics of Cement Containing Zeolite)

  • 이창용;김연철;이종집
    • 공업화학
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    • 제22권4호
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    • pp.423-428
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    • 2011
  • 경북 대포 지역에서 채취한 제올라이트의 시멘트 혼합재료로의 이용 가능성을 검토하기 위하여 제올라이트가 함유된 시멘트의 수화 특성을 연구하였다. 제올라이트가 함유된 시멘트 페이스트에 대하여 수화발열 속도, XRD, EDS, 질소 흡착, 수은 침투 등의 분석을 수행하였다. 제올라이트가 함유된 시멘트 페이스트에서는 제올라이트 양이 증가함에 따라 응결시간이 빨라지고 시멘트의 수화가 촉진되는 경향을 나타내었다. 제올라이트가 함유된 모르터에서는 제올라이트 양이 증가함에 따라 플로우가 크게 감소하였다. 또한 플레인 모르터와 비교하여 단기에 강도증진이 나타났다. 이러한 결과는 시멘트의 수화시 알칼리에 의한 제올라이트의 탈알루미늄 과정에서 제올라이트 입자로부터 이탈한 활성 알루미늄 종과 관련이 있는 것으로 보인다.

유동화제가 알칼리 활성 슬래그 모르타르의 유동 특성 및 압축 강도에 미치는 영향 (Influence of Superplasticizers on Fluidity and Compressive Strength of Alkali Activated Slag Mortar)

  • 김대왕;오상혁;이광명
    • 한국건설순환자원학회논문집
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    • 제8권1호
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    • pp.33-40
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    • 2013
  • 최근 시멘트 생산 시에 발생하는 다량의 $CO_2$로 인한 환경문제가 심각한 실정이며, 이러한 환경문제를 해결하기 위해 고로슬래그 미분말과 같은 산업부산물을 시멘트 대체 재료로 사용한 알칼리 활성 슬래그 콘크리트에 대한 연구가 활발히 진행되고 있다. AAS 콘크리트는 상온에서 고강도 발현이 가능하지만 알칼리 반응으로 인한 빠른 응결시간과 유동성 손실로 인해 작업시간 확보에 어려움이 있는 것으로 알려져 있다. 본 연구에서는 알칼리 활성 콘크리트의 구조 부재 적용을 위한 기초 자료 확보를 위해 AAS 모르타르의 압축강도 및 유동 특성에 시멘트용 유동화제가 미치는 영향을 분석하였다. 물-결합재비(W/B)는 0.35로 고정하고 알칼리 활성화제로 수산화나트륨과 물유리를 사용하여 AAS 모르타르를 제조하였으며, 유동성 확보를 위해 4종의 유동화제인 나프탈렌(N), 리그닌(L), 멜라민(M), PC(P) 계를 각각 슬래그 질량대비 최대 2%까지 첨가하여 압축강도, 플로우, 초음파 속도를 측정하였다. 실험결과, 멜라민계 유동화제를 첨가한 경우 AAS 모르타르의 압축 강도 저하 현상 없이 유동성이 증진되는 것으로 나타났으며, 나프탈렌계와 PC계의 경우에는 유동성 개선효과가 미미한 것으로 나타났다.

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