膨脹隙 的英文怎麼說

中文拼音 [péngzhàng]
膨脹隙 英文
expansion gap
  • : 動詞(物體的長度或體積增加) expand; swell
  • : 動詞1. (膨脹) expand; dilate; inflate 2. (脹大) swell; distend; bloat
  • : 名詞1 (縫隙; 裂縫) crack; chink; crevice 2 (空閑) gap; interval 3 (漏洞; 機會) loophole; op...
  • 膨脹 : expand; swell; dilate; inflate; puff; bulge; inflation; expansion; dilatation; buckling; swelling...
  1. When fibers swell, they fill the air spaces and thus reduce ventilation.

    一般纖維后,占據了空,因而減少了通氣能力。
  2. According to the feature that deformation resulted from water absorption and mildew appear mainly on the rabbet surface of ccf, this paper adopts rsst to spray a special waterproof sealant on rabbet surface of ccf, so that the sealant can get into fiberboard to certain extent by means of capillarity and penetration, blockage the holes between fibers and capillary, cut up passage of water and change the properties of soakage and sorption to water in capillarity and fiber. at the same time, solidified sealant can form a compact waterproof pellicle on rabbet surface so as to prevent water and humidity from fiber ' s expansion and mildewing

    針對吸水變形、霉變主要發生在地板企口表面的特徵,採用企口表面全封閉法,在復合強化地板企口表面噴塗特殊的防水封閉劑,使其依靠毛細管作用及滲透作用進入板內一定深度,堵塞木纖維之間的空及毛細孔通道,截斷水分傳遞的渠道,並改變毛細孔壁及纖維的表面性質以不利於水的浸潤與吸附,同時其固化后能在企口表面形成一層緻密的憎水薄膜,防止水分、濕氣從企口侵入板內引起木纖維變形、發霉等現象。
  3. Inorganic anti - cracking reinforced chemical additive, called wj, generates some tittle expansive crystals in hydration process in concrete to reduce the porosity and improve the distribution of pore size. the expansive power is process in common to tumefaction that petty crystalloid aft suck water and pressure to concrete pores that aft crystal gather volume. its adding weight was 8 % - - 12 % in cement, its restrained expansive ratio was about 0. 02 % - - 0. 06 %, and relevantil brought self - stress 0. 2mpa ?. 6mpa

    無機增強抗裂材料wj摻入普通混凝土中,在水化硬化過程中生成一定量的微結晶體,降低空率,改善混凝土中孔結構分佈。其驅動力是凝膠尺寸的晶體鈣礬石吸水腫和結晶狀鈣礬石對孔產生壓的共同作用。當wj摻量為8一12兒在鋼筋和鄰位的限制下,使混凝土產生0
  4. One rail is joined to the next by means of a metal, plate ; space is left between them to allow for expansion

    用鐵板把鐵軌一根一根連接起來,它們中間留出空,作為的餘地。
  5. In this paper, the influence of cycles of drying and wetting on strength and deformation are studied by means of routine direct shear apparatus, triaxial apparatus and light consolidation apparatus which include : the influence of force of constraint on strength, the total stress strength of expansive soils with different saturation degree, the influence of cycles of drying and wetting on the total stress strength, the relation between saturation degree and compression modulus and that between saturation degree and void ratio, the influence of cycles of drying and wetting on the effective stress strength, the relation between saturation degree and generalized suction

    本文利用常規直剪儀、三軸儀以及輕便固結儀,分別對非飽和土的強度和變形特性以及干濕循環對強度和變形的影響進行了一系列的試驗研究。以飽和度、干濕循環次數為變量,分別探求了外力約束對土強度的影響,不同飽和度土的總應力強度特性,干濕循環對非飽和土總應力強度的影響,飽和度與壓縮模量以及孔比的關系,干濕循環對飽和土有效應力強度指標的影響,廣義吸力與飽和度的關系,建議了一組計算非飽和土變形及強度特性的經驗公式。
  6. According to the structure formation model of stabilized soil, it is proposed that the hardening agent for stabilizing soft soil should generate cementitious hydrates to bind soil particles and expanding hydrates to fill pores in the stabilized soil ; calculation formulas are developed, by which dosage of components constituting hardening agent can be calculated according to characteristics of the soil

    摘要根據固化土結構的形成模型,提出了加固軟土的固化劑應分別產生膠結土顆(團)粒的膠結性水化物和填充孔性水化物,進而,建立了根據土樣的性質指標確定固化劑組分與摻入比的計算公式。
  7. The heat expansion coefficient of casting nylon materials is about 10 times larger than steel, so the internal dia shrinks caused by the expansion. it will influence the connection gap of the abrasive surface

    鑄型尼材料的熱系數約比鋼材大10倍左右,所以軸套在運行時由於摩擦熱所造成的變形使內徑縮小,影響摩擦面的配合間
  8. The pore of schsc is smaller and more homogeneous than that of nhsc. fourth, the contribution to concrete microstructure of the expanding agent is very little at early ages ; however it is obvious at late ages to a certain extent. fifth, for the contribution of the mixing content of fly ash is that the contribution to the degree of early age concrete hydration is obvious to some extent, and that the contribution to the shape of hydrate of concrete is obvious

    實驗研究表明:自密實混凝土由於粉煤灰的摻量較高,其早期的水化程度較低,但後期其細觀結構較普通混凝土好;自密實混凝土的骨料界面過渡區與水泥石的差別始終較普通混凝土小,其孔較普通混凝土小而均勻;劑對自密實混凝土早期的細觀結構影響不大,但對後期的細觀結構有一定影響;粉煤灰摻量對自密實混凝土的早期水化程度有一定影響,且其對自密實混凝土水化物的形態影響較大。
  9. Abstract : the drilling resistance of the erkaijing well in oil field of north shanxi is caused by hydration expansion of mud stone and mud cake deposition of porous sandstone

    文摘:陜北油石二開井段遇阻的原因為泥巖的水化和孔性砂巖的泥餅沉積。
  10. Due to good chemical stability and electrical resistivity, high thermal conductivity and mechanical intensity, wide band gap and low thermal expansion coefficient, aln thin films can be applied for insulating chips for semiconductor devices with high power, thermal dissipation lagers for large and super - large scale integrated circuits, insulating layers or passivation layers for semiconductor

    超薄鋁膜由於其特殊的的光學性質,在光學多層膜上有廣泛應用。氮化鋁薄膜化學穩定性高、熱傳導率高、機械強度高、電絕緣性能佳、高能、熱系數低,光學特性優良,可以用作大功率的紫外光學器件的散熱材料。
  11. Firstly, the expansive soils fissures at test field in zaoyang, hubei province, are observed and counted by sketch and photograph, and expansive samples are by continuous photographic measurement using long - distance - microscope - system in laboratory. generalized model of fissures distribution for unsaturated expansive soils is put forward

    首先,在湖北棗陽試驗現場,通過手工素描與拍照的方法對土裂進行了觀察統計;在室內,利用遠距光學顯微鏡系統對土裂進行了連續拍照觀測,建立了非飽和土的裂概化模型。
  12. The phase change of soil moisture and inflation of the frozen moisture c ause the reduction of hydraulic conductivity by reducing the area of flow section and the aperture of soil pore space, increasing the capillary resisting force to soil moisture, and decreasing the water potential gradient because of the increasing of movement distances of soil water

    導水率減小是凍結土壤入滲能力減小的根本原因,而土壤中液態水的相變是導水率減小的根源所在。土壤水分的相變及其通過減小土壤水分過水斷面面積和孔孔徑,增大阻力和由於增長運動距離而減小水勢梯度使凍結土壤的導水率降低。
  13. We think increase of the internal resistance of battery is the main problem to the recycle life deteriorating at high rate, besides the influence of the materials. decomposition occurred on positive and negative electrode at high rate current and the interspaces increased. the restrains of swelling and the increase of an oxygen overvoltage can improve the performance of recycle life

    對于電池性能衰減的原因,認為除了所使用的材料是影響電池性能的重要因素之外,在溫度和大電流作用下,電池的正負極材料發生裂解,極片內空增大,電池內阻性能惡化是引起電池高倍率循環性能惡化的關鍵;通過抑制正極析氧和,並降低負極合金材料的粉化過程,將有望緩解電池內阻特性的惡化,從而提高電池高倍率充放電循環性能。
  14. Thirdly, the paper point out that the key reasons of swelling soil subgrade ' s collapse are swelling soil ' s expand - shrink property, cranny property, strength decrease property and weak frame surface property. as the result of this, the paper provides theoretical foundation for evaluating the stability of swelling soil subgrade ' s side slope

    指出土的縮性、裂性、強度衰減性、軟弱結構面是導致土路基邊坡滑塌的根本原因,從而為準確評價土路基邊坡的穩定性提供理論依據。
  15. Besides, the paper reveals the difference of mineral component between the fissured clay and the ambient soil by x - ray diffraction test ( xrd ) and discusses its effect to seepage in expansive soil

    此外,對合肥土中裂粘土的礦物進行x衍射分析,揭示了其與圍土的區別並初步探討了其存在對滲流的影響。
  16. The lattice constants were refined using celref program. when implanted c / fe ions ratio is 0. 5 %, the p lattice is expanded, though c atom is much smaller han si. this is probably due to the solid solution in interstitial state

    單胞的間位置,形成間型固溶體,使晶格;當摻雜的碳離子含量增加到一定的程度時,趨向于形成置換固溶體,因為碳和硅屬同族元素價態相同,所以碳會置換p 。
  17. A method is proposed to calculate expansive deformation of soils round fissures by time - travel expansive curve, and then to determine fissures " healing progress

    提出了利用時程曲線計算裂周圍土體的變形量來確定裂隨浸水愈合過程的方法。
  18. 1. the splitting from the binding interface of cuw / crcu roots from the rich cr and the oxidation of the binding interface, which leads to the higher thermal resistance in binding interface than normal, and the thermal stress enhanced. the extruded cu is suggested to instead of casting cu

    ( 1 )斷裂是由於原材料鑄態的crcu中c :質點大於熔滲的孔而沉積在界面上,同時在有氧源存在的條件下,結合面氧化,致使結合面結合不好,界面熱阻升高, cuw與crcu部分的不同,應力集中,燃弧后斷裂。
  19. Cycled shear tests for different part expansive soils and triaxial shear tests for different fissures growth extent expansive soils are carried out. the strength variation of expansive soils along with the variation of fissures degree and saturation degree is summed up, and fitting formulas are summarized

    還進行了不同部位的土反復剪試驗和不同裂發育程度的土三軸剪切試驗,研究了土強度隨裂度及土體飽和度變化而變化的規律,並提出了相應的擬合經驗關系式。
  20. When the density of the packing material is smaller than that of the liquid, the packed bed becomes less dense and will expand before flooding

    當填料密度比液體密度小時,在液泛前填料會發生松動和,通過修正填料床的孔度可以計算填料床的壓降。
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