鋁酸鹽水泥 的英文怎麼說

中文拼音 [suānyánshuǐ]
鋁酸鹽水泥 英文
alumina cement
  • : 名詞[化學] aluminium (13號元素, 符號al)
  • : 酸構詞成分。
  • : 名詞1. (食鹽; 鹽類) salt 2. (姓氏) a surname
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : 泥名詞1 (含水的半固體狀的土) mud; mire 2 (像泥的東西) any paste like matter; mashed vegetable...
  • 水泥 : cement; -lith
  1. The result of experiment shows that und er the conditions of proper ai r - entraining, concrete with 20 % fly ash has excellent frost - resistance. the frost - resistance of concrete with 55 % fly - ash which is admixed with united expansive agent ( uea ) has been improved greatly. the frost - resistance of sulfate aluminate cement concrete with high volume of fly - ash is dramatically lower than that of silicate cement concrete with the same volume of fly - ash

    試驗結果表明:粉煤灰摻量為20的混凝土在適量引氣的條件下具有良好的抗凍性能;粉煤灰摻量為55的混凝土在摻加uea膨脹劑后其抗凍性能有明顯改善;大摻量粉煤灰硫鋁酸鹽水泥混凝土的抗凍性大大低於同摻量的硅混凝土。
  2. Characteristics and application of aluminate cements

    鋁酸鹽水泥的特性與應用
  3. Methods for chemical analysis of aluminate cement

    鋁酸鹽水泥化學分析方法
  4. Determination of total sulfur content in aluminate cement eschka method

    鋁酸鹽水泥中全硫的測定艾什卡法
  5. Rapid hardening sulphoaluminate cement ; rapid hardening ferri - aluminate cement

    快硬硫鋁酸鹽水泥;快硬鐵鋁酸鹽水泥
  6. Specially, the axial tensile strength of the interface of the new and old concrete has reached above 2. 40mpa, greatly surpassing the preconcert goal ( > 1. 0mpa ), and its flexural strength also above 5. 80mpa, having surpassed the preconcert target and the standard request ( 4. 50mpa ). ( 2 ) after hardening 4h and 8h the compressive strength of the patched concrete is bigger than 20 mpa, which can satisfy the request of fast patching. ( 3 ) the ych color material, which is mixed into rapid sulfoaluminate cement - concrete patching material, can take better effect and avoid chromatism on the appearance of new - old concrete

    特別是新老混凝土界面的軸向抗拉強度已達2 . 40mpa以上,大大超過原定目標(大於1 . 0mpa ) ,其界面抗折強度也在5 . 80mpa以上,也已超過原定指標及規范要求(大於或等於4 . 50mpa ) ; ( 2 )修補混凝土硬化后4h 、 8h抗壓強度大於20mpa ,能滿足快速修補的要求; ( 3 )在快硬硫鋁酸鹽水泥混凝土修補材料中摻入自配的ych調色材料,能較好地起到調色作用,避免新老混凝土表面色差。
  7. It is inferred that the dissolution rate and dissolubility of gypsum are the main decisive factors of cement performance of portland - sulphoalminate composite system

    推導證實,石膏的溶解速度和溶解度是決定硅復合體系性能的主要因素。
  8. Anti penetration of hardened mortar can reach 10 - 7cm / s. adopting sulfate - aluminum cement, phosphorus slag, flying ash, yellow slag and ect raw materials, the optimized mixture program of dmm is a3b3c2 ( cement 480 m2 / kg, phosphorus slag352 m2 / kg, activated agent 3 % ), 28 strength is low, due to cement alkality, resulting in activity of phosphorus slag and flying ash small

    採用硫鋁酸鹽水泥,磷渣、粉煤灰、黃砂等原武漢理工大學碩士學位論文料配製抗滲干拌砂漿最優配料方案為: a3b3c2 (比表面積4som , / kg ,磷渣比表面積352mz / kg ,激發劑3 % ) 。
  9. Abstract : the result of experiment shows that und er the conditions of proper ai r - entraining, concrete with 20 % fly ash has excellent frost - resistance. the frost - resistance of concrete with 55 % fly - ash which is admixed with united expansive agent ( uea ) has been improved greatly. the frost - resistance of sulfate aluminate cement concrete with high volume of fly - ash is dramatically lower than that of silicate cement concrete with the same volume of fly - ash

    文摘:試驗結果表明:粉煤灰摻量為20的混凝土在適量引氣的條件下具有良好的抗凍性能;粉煤灰摻量為55的混凝土在摻加uea膨脹劑后其抗凍性能有明顯改善;大摻量粉煤灰硫鋁酸鹽水泥混凝土的抗凍性大大低於同摻量的硅混凝土。
  10. Influence of mno2 on the burnability and mineral formation of alite - sulphoaluminate cement clinker

    鋁酸鹽水泥熟料煅燒及礦物形成的影響
  11. The influence of different gypsum on strengh of portland - sulphoalminate composite cement system is complicated, related with aluminiferouse mineral in cement system and the so4 ( superscript 2 - ) concentration of its hydrated solution ; in distilled water and maximum lime wash, the dissolution rate of dihydrate gypsum is higher than that of anhydrite but the dissolubility is lower

    石膏品種對硅復合體系強度的影響較復雜,與體系中含礦物及其化溶液中so4 (上標2 - )離子濃度有關;在蒸餾和飽和石灰中,二石膏的溶解速度比硬石膏快,溶解度比硬石膏低。
  12. Hydration behavior of slag portland cement under the action of novel phosphoaluminate cement

    摻磷鋁酸鹽水泥的礦渣硅化行為
  13. ( 3 ) the feasibility of manufacturing dry - mortar is discussed, replacing yellow sand with phosphor slag. ( 4 ) the feasibility of producing dry - mortar is analyzed, replacing sulphur aluminate low alkalinity cement by silicate cement. ( 5 ) study impact of the water quantity of sand on the strength of dry - mortar, and it is concluded that water quantity of sand can influence strength effectively and must be controlled seriously in production

    ( 3 )試驗研究了用磷渣替代黃砂配製干拌砂漿的可行性; ( 4 )試驗研究了用硫低堿替代硅配製干拌砂漿的可行性; ( 5 )試驗研究了砂含量對干拌砂漿影響,發現砂的含量對干拌砂漿的強度影響較大,在生產中必須嚴格控制砂的含量。
  14. Study on properties of sulphoaluminate cement concrete with mineral admixture

    含復合礦物摻合料的硫鋁酸鹽水泥混凝土的研究
  15. Effect of mgo on the phase composition and hydration property of aluminophosphate glass - rich cement

    對磷富玻璃相熟料相組成及化性能的影響
  16. High water material based on ba bearing sulphoaluminate cement

    含鋇硫鋁酸鹽水泥基高材料的制備
  17. Based on orthogonal experimental avenue, dmm is manufactured by local po, sa, and phosphorus slag flying ash, yellow slag and ect. and formulate optimum mixture program and production technology requirement ; on basis of jcj70 - 90, physical mechanics property is quizzed, adopting chemical analysis, xrd, sem and so on, discuss composition and structure. the researchable result is that mixture program of dmm : a3b2cl ( cement 403 m2 / kg, phosphorus slag357 m2 / kg, activated agent 2 % ), after the condition of c / s1 : 4, adopting ordinary portland cement

    採用正交試樣方法,用本地生產的普通硅、硫鋁酸鹽水泥、磷渣、粉煤灰、黃砂等原料配製抗滲干拌砂漿,確定最佳的配料方案和生產技術要求;按jcj70 ? 90 《建築砂漿基本性能測試方法》測定砂漿的各項物理力學性能;運用化學分析、 x衍射儀、掃描電鏡等測試手段,檢測配製砂漿的組成和結構。
  18. Type low ph value sulphoaluminate cement

    型低堿度硫鋁酸鹽水泥
  19. Low alkalinity sulphoaluminate cement

    低堿度硫鋁酸鹽水泥
  20. Only when superplasticizer, admixture rf, early - hardening sulphoaluminate cement and aggregate of suitable size are used, high performance repairing concrete can be prepared with high - early strength and high fluidity and good interfacial bond property

    必須選用高效減劑、 rf摻合料、快硬硫鋁酸鹽水泥、合適粒徑的骨料,才能配製出便於施工操作、早期強度較高、新老界面粘結較好的混凝土修補材料。
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