攪拌工序 的英文怎麼說

中文拼音 [jiǎobàngōng]
攪拌工序 英文
blending procedure
  • : 動詞1. (攪拌) stir; mix 2. (擾亂; 攪擾) disturb; annoy
  • : 動詞(攙和) stir and mix
  • : Ⅰ名詞1 (工人和工人階級) worker; workman; the working class 2 (工作; 生產勞動) work; labour 3 ...
  • 攪拌 : stir; whip; agitate; mixing; puddle; [工業] rabbling; agitation; shaking down; stirring; churning
  1. On the basis of the others, according to the constructional feature of the constitution of the composed soil nails, the computation mode of the he strut frame made of composed soil nails was set up to analyze the distortion of the he strut frame made of composed soil nails when it is stressed. with the engineering data, the strut frame made of composed soil nails is analyzed with the program ababqus, and the effects of the distortion characters, the property of the deposition of the ground, the mechanical property of the soil nails, the variation of the length and the separation of the soil nails, and the diametric of the mixing piles on the strut frame made of composed soil nails, and the distortion property of the strut frame made of composed soil nails under different ground conditions

    在總結前人的研究成果下,針對復合土釘墻構造的特點,建立了模擬復合土釘墻受力變形的計算模型,並結合程實測資料,運用大型通用有限元程ababqus對復合土釘墻進行了有限元分析,詳細討論了復合土釘支護結構開挖過程中的變形特性、地面沉降性狀、土釘受力性狀;土釘長度變化、土釘間距變化、樁樁徑變化對復合土釘支護結構的影響;復合土釘支護結構在不同地基條件下的變形特性。
  2. A lot of experiments have been done in the process of exploiture soft packaging li - ion battery about how to choice the rational arts and crafts. the content include : how to deal with the collector, add how much pvdf in the material, how long the material need to stirring and the right viscidity, how much condubtivity agent the electrode need, what theckness is best, choice different collectors, the degree of dryness of the electrode, theckness of pressed model, how much electrolyte will be added, placement how long after added the electrolyte, system of formation how to influnce the battery, in formation the battery need or not need preesure from outside, how to vacuumize and the optimize matching positive pole and negative pole. with these practice make sure the parameter of the positive pole should less than 90 m ; according to different vacuumize order the conduc - tivity agent in anode will be 5mass % and 9mass %, respectively, and in cathode the data is 2mass % ; every 100mah added to 0. 4 ml electrolyte ; before formation the battery should be placement 8 hours and the system of formation must be less than 0. 01c before the voltage reach to 3. 0v ; should press in outside when battery in formation ; to these batteries which capacity more than 350mah the vacuum time not excess 15s ; the optimize matching positive pole and negative pole between 2. 10 : 1 and 2. 15 : 1. finally make out the battery which cycling performance and security are all very well

    液態軟包裝鋰離子電池的研究主要是對關鍵藝進行了優化設計,具體包括:集流體的處理、 pvdf的加入量、漿料時間和粘度、導電劑的加入量、電極膜的厚度、不同集流體的選擇、電極膜的乾燥程度、壓型的厚度、電解液的加入量、注入電解液后靜置時間的長短、化成制度的影響、化成時電池所具有的壓力影響、抽真空的處理、正負極活性物質的匹配。最後確定出液態軟包裝鋰離子電池最佳藝參數:正極膜的厚度小於90 m ;根據化成時不同抽真空順,確定正極膜中的導電劑的加入量分別為5mass %和9mass % ;負極膜中導電劑的加入量為2mass % ;電解液的加入量為每100mah添加0 . 4ml ;化成前電池的靜置時間應當大於8h ;電池在3 . 0v之前採用小於0 . 01c的化成制度;在化成過程中應當施加一定的外部壓力;對於350mah的電池抽真空的延時不應大於15s ;而正負極活性物質的質量比應當在2 . 1 : 1 2 . 15 : 1之間。
  3. Application of large ratio between height and diamter mechanical agitation trough in leaching process of zinc hydrometallurgy

    大高徑比機械槽在濕法煉鋅浸出的應用
  4. The shaking or whipping is usually done with a blender

    搖勻這道常常由器完成。
  5. Through a project example, showing as for deep mixing cement pile, the construction supervision that the fual course of construction is only strengthened, control the critical process, the project quality can be assured

    通過某程實例,說明對于深層水泥樁,只有加強施全過程的施監理,控制好關鍵,才能保證程質量。
  6. Based on analysis of the characteristics of the composite soil nailed wall, simulating the soil nail, concrete layer, deep mixing pile and step excavation, a model is established to calculate the deformation of the wall, compiled simple and applied program of one dimension fem ; according to the field test data and the calculated data by the fem software this paper has developed, the design method and deformation of the wall in xi ' an area is discussed. the shape of destructive sliding surface of the wall in loess strata in xi ' an area with deep groundwater is gotten. finally the lateral deformation distribution and the experiential formula to predict maximal horizontal displacement of the composite soil nailed wall are given

    針對復合土釘墻構造的特點,建立了模擬復合土釘墻受力變形的一種計算模型,該計算模型可對土釘、面層、深層樁以及分層開挖等進行簡化模擬;編寫了簡單實用的桿系有限元程;結合程實測資料及有限元法分析的結果,探討了西安地區的土釘設計以及復合土釘墻的變形規律,得出了西安地區一般黃土在無地下水時的破壞滑動面形狀,復合土釘墻的側向變形曲線以及計算復合土釘墻最大水平位移的經驗公式。
  7. It is very efficient in dealing with the data by the fuzzy cluster analysis program which is compiled with fortran77. the author concludes that the theory of fuzzy cluster analysis can be applied to the quality control work of concrete production with the program analyzing the experiment data and the method of fuzzy cluster analysis contributes to the quality control work of rmc production

    利用fortran77語言編寫出了模糊聚類分析的計算機程,實現了分析研究過程的電算化,大大提高了作效率;運用該程實現了對試驗室數據的分析研究,得出了模糊聚類分析理論適用於混凝土質量控制作的結論;並將該程進一步應用於商品混凝土的實際生產中,初步得出了模糊聚類分析方法有助於混凝土站實現對混凝土生產的質量控制。
  8. The set consists of the following working procedures : shattering ; stirring ; pressing pieces into slices ; rolling ; selecting by vibrating ; elevating ; arranging ; barbecuing ; conveying cold air etc. the assembly line is not only characterized by its sensitive automation and good stability but also by its excellent configuration and international advanced technology. so it is a good substitute for imported equipment of the same kind

    該生產線由打料、、壓片成塊、滾圓、震動篩選、提升、排列、烘烤、冷卻輸送、震動篩選等組成,整線具有操作自動化程度高,機組性能穩定,其外觀和設備先進性具國際先進技術,可代替進口設備。
  9. Further more, the computer code pdss is used to analyze the consolidation process of composite ground with cement - mixed columns under one teaching building and under one laboratory building, respectively, and the principle of the developments of excess pore water pressure in these composite ground and of the settlement is revealed. finally, the fem results are compared with the ones obtained from traditional method and field observation, and the feasibility of using pdss to calculate the settlement of composite ground with cement - mixed colu mns after construction of building is discussed

    進而運用pdss程對一教學樓和一實驗綜合樓的水泥樁復合地基的固結過程進行了較完整的數值計算,分析了該類復合地基中超靜孔壓和基底沉降的發展規律,並通過與規范法計算值和現場實測數據的比較,討論了採用pdss程計算建築物下水泥樁復合地基沉降和后沉降的可行性。
  10. It has been shown that it is very important to estimate and control the settlement of composite ground with cement - mixed columns after construction of building, and the computer code pdss has provide an effective way for the computation of the settlement of such composite ground

    本文作表明,對採用水泥樁復合地基的建築物的后沉降進行計算和控制是十分重要的。 pdss程為該類復合地基后沉降的計算,提供了一條有效的途徑。
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