砂灰 的英文怎麼說

中文拼音 [shāhuī]
砂灰 英文
lime-sand mortar
  • 砂 : 名詞（沙子） sand; grit
  • 灰 : Ⅰ名詞1 （物質燃燒后剩下的粉末狀的東西） ash 2 （塵土; 某些粉末狀的東西） dust 3 （特指石灰） lime...
  1. Or on coarse wool cloth, and sometimes on silk for precious ones. the base of the painting is prepared using a paste of animal glue and fine lime. after the paste dries, carbon and paints using natural mineral and plant colors, such as yellow, mineral green, azurite and cinnabar, are applied

    唐卡，即布畫，是藏傳佛特有的一種繪畫藝術，一般以亞麻布或粗毛布為底布，較為珍貴的由以絲綢為底布，塗以動物膠和細石灰調合而成的糊狀物，乾燥後用木炭條起稿，然後以石黃石綠石青硃砂等不透明的礦物和植物質顏料著色。
  2. Limestone, gypsum, basalt, dolomite, granite, greywacke

    石灰石石膏玄武巖白雲石花崗巖硬砂巖
  3. Through experiment on the influence factor of calcic - mortar ' s performance, we find out the best cement contrast minute stone for compounding, strength of cement, configuation craft, maintenance system and minute stone cement intensity grading

    摘要通過對鈣性黏結砂漿性能影響因素的試驗研究，找出了配製鈣性黏結砂漿的最佳灰砂比、水泥強度等級、配製工藝、養護制度為和沙子級配。
  4. The coarsest sandstones intercalated with grey mudstones.

    最粗粒砂巖與灰色泥巖成互層。
  5. Feed materials include : granite, basalt, diabase, limestone, different types of ore and slag

    給料：花崗巖玄武巖輝綠石石灰巖礦砂礦渣。
  6. The elementary idea of the reference units method can be described as follows : firstly, by the setting of double series of reference units, we can control the highest and lowest land quality class of each village or town ; secondly, the class of the arable land will be get through the contrast between the arable land with the reference unit which has been selected in the same area, the difference in quality is the key factor to classify the land. the results show, 87. 6 % of the lands from i to iii distribute on alluvial and lacustrine plains, where the associated soils are mainly grey fulvo - aquic and calcareous concretions black ones. and 61. 4 % of them from iv to vi distribute on slightly rolling parts with mainly yellow - cinnamon soil developed from the diluvial and slope deposits

    分等結果表明：臥龍區等的耕地中，有87 . 6分佈在沖積、湖積平原區，主要土壤類型是在河流沖積物上發育形成的灰潮土、在湖相沉積物上發育形成的砂姜黑土；等耕地中，有61 . 4分佈在壟崗區，主要土壤類型是洪坡積物上發育形成的黃褐土：而、等耕地集中分佈在丘陵區，主要土壤類型是殘坡積物上發育形成的粗骨性黃褐土，等別結果分佈總體上體現了不同地貌類型、土壤條件下耕地質量的差異。
  7. The expansion agents can only make up the shrinkage to some extent, and the compensation effects would be reduced when the retardener and fly - ash are used. the expansion agents are not panaceas to avoid the shrinkage cracking as expansion can also reduce the concrete soundness. under bad curing condition, the polypropylene fibrillated film fiber can improve concrete ' s anti - crarking property, while the nominal steels have very unobvious effects. to reduce the concrete shrinkage thus avoid the cracking, the former factors must all be taken into account in concrete proportion design to develop sound concrete

    研究結果表明，水泥的品種和用量是影響混凝土收縮值的主要因素之一，當混凝土中水泥用量超過470kg / m ~ 3時，混凝土的收縮值超過400 10 ~ （ - 6 ） ，在約束狀態下存在高開裂風險；採用細砂使混凝土單位用水量顯著提高，收縮值也大幅增加；優質粉煤灰總體上能抑制混凝土的收縮，以超量方式摻入其抑制作用更加明顯，但粉煤灰混凝土早期的粘聚性較差，應注意養護，以免失水產生龜裂；早強減水劑和緩凝減水劑都會使混凝土收縮值增加；膨脹劑只能補償混凝土部分收縮，同時受緩凝劑和粉煤灰的抑制，而且膨脹使混凝土的體積安定性增加了不確定因素，膨脹劑不是解決混凝土收縮裂縫的良方。
  8. In this paper, the effects of fly ash, cement, lime, fine sands, foam agent, w / c ratio and additional agent on foamed concrete were studied by experiments, the best combination ratio of fly ash foamed concrete whose density varies from 551kg / m3 to 650kg / m3 was obtained through orthogonal test design, the foam agent quantity and the fly ash quantity effect the fly ash foamed concrete greatly, so the author selected them as independents to establish duality linear regression equations, the equations were quite ideal through the test of model summary r. moreover, the author also did some experiments about the water resistance of magnesium oxychloride cement fly ash foamed concrete, the outcome showed that phosphoric acid has good effect on water resistance, and its appropriate quantity was found

    本文通過試驗研究了粉煤灰、水泥、石灰、細砂、發泡液、水灰比及外加劑對粉煤灰發泡混凝土性能的影響，採用正交設計試驗方法得出了600級粉煤灰發泡混凝土的最佳配合比，同時發現發泡液和粉煤灰摻量對發泡混凝土的影響最為顯著，因此，以二者為自變量建立了二元線性回歸方程，通過全相關系數的檢驗發現方程較為理想。此外，還對氯氧鎂水泥基粉煤灰發泡混凝土的耐水性進行了相關實驗，發現磷酸有較好的耐水性效果，同時找到了其合適的摻量范圍。
  9. Original porosity is typified by the intergranular porosity of sandstones and the intercrystalline and oolitic porosity of some limestones

    原生孔隙度以砂巖粒問孔隙度和某些石灰石的晶體粒間和鮞狀孔隙度為代表。
  10. The channel is overlain by siltstone and lenticular beds of limestone.

    河道上面覆蓋著粉砂巖和石灰巖透晶體。
  11. The intercalations are divided into five types, such as muddy intercalation, silty intercalation, calcareous intercalation, marly intercalation, and gravel intercalation

    夾層類型主要有泥巖夾層、粉砂質泥巖夾層、灰質夾層、泥灰質夾層和礫石質夾層5種。
  12. Jiangmen boasts of rich mineral resources with 37 kinds of minable minerals, including limestone, silica sand, potassium feldspar, monazite, crystal, aquamarine, coal, tombarthite / rare earth, gold, silver, copper, iron, stannum and tungsten, among others

    礦產資源豐富，已探明可開採的有石灰石、硅砂、鉀長石、獨居石、水晶、綠柱石、煤、稀土及金、銀、銅、鐵、錫、鎢等37種。
  13. Oolite lime sand packs naturally with 40% porosity because the particles are essentially spheroids.

    自然堆積的灰質鮞粒砂具有40的孔隙度，因為其顆粒其本上都是球狀的。
  14. The answer is the same if the limestone overlays the sandstone.

    當灰巖蓋在砂巖上時，系數是相同的。
  15. Road foundations. pozzolana and lime bound granular material. definition. composition. classification

    路面層.粗砂.火山灰.石灰.定義.混合物.分類
  16. The blade is 6 inches long, and 1 / 4 inch thick, with a fully sharpened clip and sandblasted grey finish

    葉片是6英寸長， 1 / 4英寸厚，具有完全激化剪輯和噴砂灰色整理。
  17. The limestone, sandstone and shale of this area were soft.

    這個地區的灰巖、砂巖和頁巖都是很柔軟的。
  18. The main kinds of rocks include carbonate rocks, tuffite, siliceous rocks and quartz sand - stone

    主要巖石類型包括碳酸鹽巖、沈積凝灰巖、矽質巖和石英砂巖。
  19. The article analyses nature of lime, manganese iron, aeolian sandy soil, cement, and material requirement of roadbed

    論文分析了石灰、錳鐵廢渣、風積砂土、水泥的性質，以及闡述了路面基層對材料的要求。
  20. The influence of the material composites factors, such as fiber volume fractions, fiber aspect ratio, cementitious - sand ratio and the admixture for interface tailoring, on the properties of pva - dfrccs is studied. these properties that have investigated include workability, mechanical properties, deformability and durability

    研究並分析了材料組成參數（ pva纖維體積率、纖維長徑比、界面改性劑和砂灰比等）對高強高彈pva纖維增強水泥基材料（ pva - dfrcc ）的工作性能、力學性能、變形性能及耐久性的影響。
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