• 제목/요약/키워드: Calcium Silicate

검색결과 326건 처리시간 0.028초

Chemical characteristics of mineral trioxide aggregate and its hydration reaction

  • Chang, Seok-Woo
    • Restorative Dentistry and Endodontics
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    • 제37권4호
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    • pp.188-193
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    • 2012
  • Mineral trioxide aggregate (MTA) was developed in early 1990s and has been successfully used for root perforation repair, root end filling, and one-visit apexification. MTA is composed mainly of tricalcium silicate and dicalcium silicate. When MTA is hydrated, calcium silicate hydrate (CSH) and calcium hydroxide is formed. Formed calcium hydroxide interacts with the phosphate ion in body fluid and form amorphous calcium phosphate (ACP) which finally transforms into calcium deficient hydroxyapatite (CDHA). These mineral precipitate were reported to form the MTA-dentin interfacial layer which enhances the sealing ability of MTA. Clinically, the use of zinc oxide euginol (ZOE) based materials may retard the setting of MTA. Also, the use of acids or contact with excessive blood should be avoided before complete set of MTA, because these conditions could adversely affect the hydration reaction of MTA. Further studies on the chemical nature of MTA hydration reaction are needed.

High Sulfated Calcium Silicate 시멘트 콘크리트의 염소이온침투저항성 평가 (Evaluation of Chloride Ion Penetration Resistance of High Calcium Silicate Cement Concrete)

  • 정석만;양완희;김현수;이건철
    • 한국건축시공학회지
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    • 제22권1호
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    • pp.35-43
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    • 2022
  • High Sulfated Calcium Silicate cement(HSCSC) 콘크리트의 성능을 보통포틀랜드시멘트(OPC), 고로슬래그시멘트(S/C)와 비교 검토하고자 하였다. 콘크리트 압축강도 실험결과 초기 3일 재령에서의 High Sulfated Calcium Silicate cement 콘크리트 압축강도 발현율이 보통포틀랜드시멘트 콘크리트의 73.6% 수준으로 다소 적게 확인되었으나, 28일 재령에서 High Sulfated Calcium Silicate cement의 강도 발현율이 상승하여 보통포틀랜드시멘트 대비 약 107.0% 수준으로 소폭 상승하는 것을 확인할 수 있었다. 또한, 콘크리트의 염소이온침투저항성 실험결과 재령 28일의 경우 보통포틀랜드시멘트 대비 고로슬래그시멘트, High Sulfated Calcium Silicate cement 순서로 각각 73.4%, 93.0% 감소하였으며, 재령 56일의 경우 79.1%, 98.3% 감소하여, 우수한 염소이온 침투 저항성능을 확인하였다. 특이사항으로는 보통포틀랜드시멘트, 고로슬래그시멘트 보다 High Sulfated Calcium Silicate cement의 재령 경과에 따른 통과 전하량 감소율이 더 높은 것을 확인할 수 있었다.

Calcium silicate cement-based paste의 탄산화 양생 조건에 따른 역학적 특성 및 미세구조 평가 (Evaluation of Mechanical Properties and Microstructure of Calcium Silicate Cement-Based Paste according to Carbonation Curing Conditions)

  • 최창근;류동우
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2023년도 가을학술발표대회논문집
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    • pp.93-94
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    • 2023
  • This study evaluated the mechanical properties and microstructure of calcium silicate cement based paste according to carbonation curing conditions. As a result, both compressive strength and carbonation depth increased with the carbonation curing period.

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자경성 주형의 고온성질에 관한 연구 Calcium-Orthosilicate를 이용한 자경성 주형의 고온성질에 관하여 [I] (A Study on the High Temperature Properties of Self-hardening Sand Mold (High Temperature Properties of Self-Hardening Sand Mold using Calcium-Orthosilicate Powder) [I])

  • 강인찬;한윤희;문인탁
    • 한국세라믹학회지
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    • 제13권1호
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    • pp.20-24
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    • 1976
  • These are many kinds of self-hardening methods for sand mold using sodium silicate. When sodium silicate solution is mixed with calcium-orthosilicate powder hardening reaction occurs, which is based for self-hardening method at high temperature. The high temperature strength and resicual strength of mold are related to the mole ratio of sodium silicate and the contents of calcium-orthosilicate powder. The results obtained in this study were as follows: 1) The high temperature strength of mold was maximum at about $600^{\circ}C$, and at higher temperature showed lower value on the contrary. 2) The high temperature strength of mold was increased by increasing the amount of sodium silicate having lower mole ratio and high concentration. 3) The residual strength of mold was reduced by increasing the mole ratio of sodium silicate and increasing the concentration of calcium-orthosilicate.

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Effects of pre-curing periods on pore structures of ordinary Portland cement pastes with calcium silicate cement powder

  • Kim, Gwang Mok
    • 도시과학
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    • 제12권1호
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    • pp.1-10
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    • 2023
  • The cement industry is a major source of carbon dioxide emissions. Reduction in emissions in this sector is an important issue. Calcium silicate cement is a type of alternative to ordinary Portland cements which contributes to the reduction in carbon dioxide emissions. However, because the type of cement is a non-hydraulic material, there are limitations to its application in the field. The effects of pre-curing periods on the physical characteristics of ordinary Portland cement pastes with calcium silicate cement in the present study were investigated. The Independent variable is the pre-curing period. The pre-curing period varied from 0 to 5 hrs, considering the hydration characteristics of ordinary Portland cement. The carbonation curing of the ordinary Portland cement pastes with the calcium silicate cement after pre-curing was conducted. The concentration of gaseous CO2 was fixed at 20 %. The test results showed that the pre-curing period led to the pore structural change of the pastes, which in turn could affect the further reaction under the long-term curing condition.

Calcium silicate-based root canal sealers: a literature review

  • Lim, Miyoung;Jung, Chanyong;Shin, Dong-Hoon;Cho, Yong-bum;Song, Minju
    • Restorative Dentistry and Endodontics
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    • 제45권3호
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    • pp.35.1-35.17
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    • 2020
  • Epoxy resin-based sealers are currently widely used, and several studies have considered AH Plus to be the gold-standard sealer. However, it still has limitations, including possible mutagenicity, cytotoxicity, inflammatory response, and hydrophobicity. Drawing upon the advantages of mineral trioxide aggregate, calcium silicate-based sealers were introduced with high levels of biocompatibility and hydrophilicity. Because of the hydrophilic environment in root canals, water resorption and solubility of root canal sealers are important factors contributing to their stability. Sealers displaying lower microleakage and stronger push-out bond strength are also needed to endure the dynamic tooth environment. Although the physical properties of calcium silicate-based sealers meet International Organization for Standardization recommendations, and they have consistently reported to be biocompatible, they have not overcome conventional resin-based sealers in actual practice. Therefore, further studies aiming to improve the physical properties of calcium silicate-based sealers are needed.

퇴비 및 규산칼슘계 다공성 바이오필터의 벤젠휘발가스 처리 (Treatment of Benzene Vapor Gas with Compost and Calcium Silicate Porous Biofilters)

  • 박준석;남궁완;김순아;박영구;이노섭
    • 한국응용과학기술학회지
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    • 제22권1호
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    • pp.21-27
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    • 2005
  • This study was conducted to evaluate the biofiltration treatment characteristic for benzene vapor gas. Compost and calcium silicate porous material were used as biofilter fillers. Gas velocity and empty bed retention time were 15 m/hr and 4 min, respectively. Benzene gas removal efficiency of P-Bio (calcium silicate porous material with inoculation) was the highest and maintained in over 98%. After shock input of benzene gas, the removal efficiency of P-Bio biofilter was recovered within 2 days, while 5 days were taken in CP-Bio (compost + calcium silicate porous material mixture with inoculation) and CP (compost + calcium silicate porous material mixture without inoculation) biofilters. The removal efficiency of P-Bio biofilter was near 100% in the loading rate of <$85g/m^3$(filling material)/hr, It was shown that the maximum elimination capacities of P-Bio, CP-Bio, and CP biofilters were 95, 69, and $66\;g/m^3$(filling material)/hr, respectively. Microbial number of P-Bio, which the number was the lowest at start-up, was 3 orders increased on operational day 48. $CO_2$ was generated greatly in order of P-Bio, CP-Bio, and CP biofilters.

규산질 및 석회질 비료가 칼라(Zantedeschia aethiopica) 생육에 미치는 영향 (Effect of Silicate and Lime Fertilizer on Growth of Zantedeschia aethiopica)

  • 구대회
    • 화훼연구
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    • 제16권3호
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    • pp.222-227
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    • 2008
  • 석회질 및 규산질비료가 칼라의 생육, 절화품질, 줄기 경도 및 무름병 발생에 미치는 영향을 조사한 결과, 석회질비료 처리에서 잎의 생장 및 초장은 기비보다 엽면살포구에서 더욱 효과적이며, $CaCl_2$ 0.1% 처리구가 초장 111.7cm, 엽장 32.7cm, 절화장 118.6cm로 무처리 73.3cm, 23.8cm 및 79.6cm에 비해 효과적이었다. 석회질 비료가 줄기 경도에 미치는 영향은, 기비보다 엽면살포구에서 더욱 효과적이었으며, 엽면살포 처리중에서도 0.1% 처리구에서 가장 경도가 강했고 세포 및 조직이 규칙적이었다. 규산질비료처리구에서는 농용규산 $50kg{\cdot}10a^{-1}$ 처리구에서 잎의 생장, 생체중, 경도 및 절화품질 등 모든 변에서 양호하게 나타났다. 석회 및 규산질비료 시용과 무름병과의 관계는 엽면살포구보다 기비처리구에서 발병율이 낮았으나 두 처리구 모두 대조구보다는 다발하여 무름병과 상관관계는 없는 것으로 생각되었다. 칼라의 생육 및 개회에는 석회질비료가 규산질비료보다 효과적이었고 적정 농도는 0.l%였다.

요소, 질산암모늄 및 규회석분말이 칼리의 흡수 및 배추의 수량에 미친 영향 (Effects of Urea, Ammonium Nitrate and Calcium Silicate on the Absorption, Translocation of Potassium and Yield of Chinese Cabbage (Brassica Perkinnensis, Var. Samjin))

  • 오왕근;김재영;김성배
    • 한국토양비료학회지
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    • 제20권4호
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    • pp.337-340
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    • 1987
  • 규회석 분말을 시용하는 경우와 시용하지 않는 경우에 가을배추(삼진)에 대한 칼리비료와 요소, 질산 암모니아의 병, 단용효과를 밝히고자 삼각사양토에서 실시한 시험결과는 다음과 같다. 1. 규회석 분말의 사용은 배추재배를 비교적 용이하게 하였다. 이 조건하에서 배추에 대한 요소와 질산 암모니아의 효과는 차이가 없었다. 2. 규회석 분말을 사용하지 않는 토양에서는 요소보다 질산 암모니아가 배추를 증수하게 하였으며 그 효과는 더 많은 토양칼리을 이용하게 한데 기인하였다. 3. 칼리의 병용은 배추의 수량을 높일 뿐만 아니라 가식부의 생산비를 높였으며 그 효과는 특히 규회석분말을 쓰지 않는 토양에서 컸다. 4. 칼륨은 배추의 외엽에서 내엽으로 쉽게 이동했으며, K원으로서 외엽의 그 함량이 배추의 수량을 지배해서 건조 외엽의 함량 20me/100g 이하에서는 배추의 생체중이 직선적으로 감소하였다.

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