粘結層 的英文怎麼說

中文拼音 [niánjiēcéng]
粘結層 英文
adhesive layer
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : i 量詞1 (用於重疊、積累的東西 如樓層、階層、地層) storey; tier; stratum 2 (用於可以分項分步的...
  1. The results indicate that : 1. the main physical and chemical characteristics vary regularly : with rising of the altitude, there is a transition from silt > sand > clay to sand > silt > clay in the mechanical composition ; the argic horizon emerges below the altitude of 1600 meters ; the content of organic matter is enrichment, the content of organic carbon of epipedon is higher than 20 g / kg, while the content of organic carbon increases with increasing of altitude, and in the altitude of 3500 - 3700meters, the soils under the meadow have the maximum content organic carbon ; the soils appear acid - slightly acid reaction, the ph decreases appreciably and acid strengthen with increasing of altitude ; the soils higher than the altitude of 2500 meters are base unsaturated, indicating the soil leaching is strong, the ph and bs are distinct plus correlated ; the contents of sio2, al2o3, and fe2o3 of the soil body and clay are all relatively stabilization ; in the soil body, the content of sio2 is much high and cao is very little, the total contents of sio2, a12o3 and fe2o3 occupy 92 % of the mineral parts, the sequence of mineral elements is : sio2 > al2o3 > fe2o3 > k2o > mgo > cao > tio2 > mno

    研究果表明: 1太白山南坡土壤的主要理化性質隨海拔高度的上升呈有規律的變化:隨海拔高度上升,機械組成由粉粒砂粒粒逐漸過渡到砂粒粉粒粒,海拔1600m以下出現;土壤有機質豐富,表有機碳含量一般在20g kg以上,有機碳含量隨海拔高度升高而相應增加,海拔3500 3700m的灌叢草甸植被下有機碳含量最高;土壤呈酸性或微酸性,並隨海拔上升, ph值略微降低,酸性增強,海拔2700m以上的土壤多呈鹽基不飽和狀態,表明土壤淋溶作用較強, ph值和鹽基飽和度呈極顯著正相關;土體與粒中的sio _ 2 、 al _ 2o _ 3 、 fe _ 2o _ 3含量相對比較穩定,土體中sio _ 2含量較高, cao含量較少, sio _ 2 、 al _ 2o _ 3和fe _ 2o _ 3含量之和約占土壤礦質部分的92 ,礦質元素含量的順序依次為: sio _ 2 al _ 2o _ 3 fe _ 2o _ 3 k _ 2o mgo cao tio _ 2 mno 。
  2. For a good bond, an adhesive must counteract the effect of surface roughness and boundary layers.

    為了取得很好的劑必須能克服表面粗糙和邊界的反應。
  3. The research overcomes the shortcomings of primers in common use, and breaks through the traditional astriction of absence of chemical bond between new and old concrete. both macrostructure and microstructure as well as bond mechanism was discussed and some further research advice was put forward

    本研究克服了以往的界面劑僅能改善界面宏觀或微細觀構的缺點,突破了新老混凝土粘結層主要依靠范德華力提供界面力而幾乎不存在化學鍵作用的缺點。
  4. The lacustrine carbonate rocks in the wudaoliang group consist of boundstone ( stromatolite ), micritic limestone, grainstone and micritic dolostone which were laid down in the shallow - water to bathyal, high - salinity and enclosed to semi - enclosed lake systems

    五道梁群湖相碳酸鹽巖分為生物灰巖(疊石) 、泥晶灰巖、顆粒灰巖與泥晶白雲巖四大類,反映出沉積環境為一個具有淺水半深水、高鹽度、半封閉封閉特點的綜合湖泊系統。
  5. The research results show that, from the viewpoint of second phase morphologies, there exist quite differences between the grain - type materials ( such as wc / bcu brazing deposit material, wrs1000 and 1zt tungsten carbide strengthening overlaying material, as well as the wear - resistant material of polymer adhesive coating etc. ), and the aggregation - type as well as dispersion - type ones ( such as zg35simn, wrd - 1 and khc - k2 depositing material ) in the wear - resistance and sand slurry abrasion mechanism. the sand slurry abrasion mechanisms are brought forward, of new wear - resistant materials with the features of grain - type second phase morphologies

    研究發現,與聚合型、彌散型第二相的材料(如zg35simn 、 wrd ? 1和khc ? k2熔敷材料等)相比,顆粒型第二相的材料(如wc bcu釬焊熔敷耐磨材料、 wrs1000型耐磨材料、 1zt碳化鎢顆粒增強熔敷材料及ktc ? 1耐磨膠材料等)在耐磨性能和磨損機理等方面均有不同,總提出了以「顆粒型第二相」為特徵的耐磨新材料泥沙磨損機理。
  6. To improve the binding strength between the deck slabs and deck surfacing layer of badong changjiang river highway bridge and to provide the surfacing layer with anti - cracking ductility, a series of technical measures has been taken in the construction of the deck surfacing of the bridge, including those of embedding binding reinforcement in the deck slabs, spraying inorganic binding agent between the slabs and layer, replacing part of the cement with micro expansion agent and adding appropriate amount of polypropylene fibers to the concrete

    摘要巴東長江公路大橋橋面鋪裝,通過採取預埋橋面接鋼筋、噴塗無機界面劑、用微膨脹劑替代部分水泥、在混凝土中摻入適量的聚丙烯纖維等措施來提高橋面板與鋪裝間的界面強度和給橋面抗裂增韌。
  7. It is felted by flakes planed from timber crossbedded. thus wooden fibre is interconnected to keep stable performance of product

    採用木材刨切成的薄片,縱橫交錯,多組合而成,使其木材纖維相互牽扯保持性質穩定。
  8. The results indicate that if the value of press stress is over certain figure, press stress and al plate ’ s thickness have little influence on sawtooth distortion for the same kind of sawtooth ; sawtooth distortion is well - regulated under static press, while it is irregular under impact press. bottom coating make great influence on bond strength of samples which can improve the value remarkably ; bonding mechanism of clad steel is mechanism of mechanical effect that sawtooth which is hooked occludes with al plate

    果表明:同種齒型,當壓應力大於一定的值時,壓應力和覆板的厚度對齒形的變化影響不大;靜壓下齒形變化比較規則,鋸齒頂端向一側彎曲成鉤狀;沖壓下齒形比較凌亂,鋸齒的頂端沒有明顯的變形;后處理對試樣的合強度影響很大,打底試樣由於粘結層的作用,合強度較高;機械作用機制是復合鋼板的主要復合機理,鋸齒彎曲成鉤狀和鋁板形成機械咬合。
  9. Being based on actual multi - chips module packaging structure a three dimensional thermal analysis model is built, thermal analysis on multi - chips module is conducted using diamond substrate and thermal interfacial materials ; a two dimensional and three dimensional chip - adhesive ? substrate thermal stress model are built, and interfacial thermal stress distributions are computed based on different area ratios and thickness ratios of substrate to chip

    本文根據實際的多晶元組件的封裝構,建立了三維溫度場分析模型,分析了金剛石作為導熱和基板對多晶元組件散熱性能的改善;建立了二維和三維的晶元-粘結層-基板熱力學模型,分析了不同的基板/晶元厚度比和面積比對間熱應力分佈的影響。
  10. Standard test method for blocking point of potentially adhesive layers

    有效粘結層點的標準試驗方法
  11. Specifications for particular types of winding wires - polyesterimide enamelled round copper wire, class 180 with a bonding layer

    特種繞線規范. 180級帶粘結層的聚酰胺酯漆包圓銅線
  12. Specifications for particular types of winding wires - solderable polyurethane enamelled round copper wire, class 155, with a bonding layer

    特種繞線規范. 155級帶粘結層的可焊接聚氨酯漆包圓銅線
  13. Specifications for particular types of winding wires - solderable polyesterimide enamelled round copper wire, class 180, with a bonding layer

    特種繞組線規范. 180級帶粘結層的可焊接聚酰胺酯漆包圓銅線
  14. Specifications for particular types of winding wires - part 35 : solderable polyurethane enamelled round copper wire, class 155, with a bonding layer

    特種繞組線規范.第35部分: 155級有粘結層的可焊接聚氨酯漆包圓銅線
  15. The result also denotes rotary inertia and the shear formation of the beam have significant effect on the high frequencies

    粘結層剪切彈性模量對一階頻率影響較小;考慮梁的剪切變形和轉動慣量時,對梁的高階頻率影響較大。
  16. Specifications for particular types of winding wires - part 36 : solderable polyesterimide enamelled round copper wire, class 180, with a bonding layer

    特種繞組線規范.第36部分: 180級有粘結層可焊接的聚酰胺酯漆包塗覆圓銅線
  17. Main works includes : numeric analysis flexural behaviors of reinforced concrete beam numeric analysis reinforced concrete beam strengthened with cfrp

    最後對碳纖維布粘結層數優化和加固柱的包裹位置優化進行了一定的探討。
  18. Specifications for particular types of winding wires - part 37 : polyesterimide enamelled round copper wire, class 180, with a bonding layer ; amendment 2

    特種繞組線規范.第37部分:有粘結層的聚酰胺酯漆包圓銅繞組線. 180級.修改件2
  19. Specifications for particular types of winding wires - polyester or polyesterimide overcoated with polyamide - imide enamelled round copper wire, class 200, with a bonding layer

    特種繞線規范. 200級帶粘結層的塗覆有聚酯或聚酰胺酯的聚酰胺酰亞胺的漆包圓銅線
  20. Specifications for particular types of winding wires - part 38 : polyester or polyesterimide overcoated with polyamide - imide enamelled round copper wire, class 200, with a bonding layer

    特種繞組線規范.第38部分: 200級有粘結層的塗覆聚酰胺亞胺的聚酯或聚酯亞胺漆包圓銅線
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