flank surface 中文意思是什麼

flank surface 解釋
刀背
  • flank : n 1 協腹,腰窩。2 【建築】廂房,側翼建築物。3 【軍事】側翼,翼側。4 【機械工程】齒腹,面,齒側。5...
  • surface : n 1 表面;地面;水面;廣場,空地。2 外觀,外表,皮毛。3 【幾】面;切口;【航空】翼面。adj 表面的...
  1. Fabrication and measurement of surface perturbation tiny targets in flank illumination experiment

    側照明實驗用平面調制微靶的制備及參數測量
  2. Abstract : in order to solve the double parameters enveloped in the geartooth flank generating, the complicated double parameter envelope is simplified to the generating process between work - piece and imaginary crown generating gear by means of mathematical transformation. the equation of the imaginary crown generating surface and the partial derivatives are deduced, so the differential geometric parameters of the generating surface can be obtained. by analyzing the generating motion between the imaginary crown generating gear and the work - piece, all the first to third order geometric parameters of the generated tooth flank at any given point can be calculated

    文摘:為了解決直接求解展成法加工中存在的復雜雙參數包絡問題時的困難,提出通過數學變換,將此包絡問題轉化為假想平面產形輪與工件之間的展成問題來進行研究.推導了假想產形面的方程和各階偏導矢,於是可獲得產形面的微分幾何參數.通過分析假想平面產形輪與工件之間的展成運動,即可得到被展成齒面上任意指定點的全部一至三階微分幾何參數
  3. Calculation of cutter - location and error analysis in numerical control flank milling of twisted ruled surface impeller

    任意扭曲直紋面葉輪數控側銑刀位計算與誤差分析
  4. Construction of flat tunnel of large span at extra - shallow depth must be conducted on the principle that advance grouting should be strictly performed before excavation and length of pull at one time should be short, together with reinforced support, immediate closing and constant monitoring and surveying. that preceding pilot tunnels, large - volume excavation divided into small ones, excavation of flank before that of center, upper before lower, arch before wall etc is a good method which could effectively reduce surface subsidence and its adverse effect on adjacent buildings, in addition, some other measures are also taken to lessen blast - induced vibration in the ground and surrounding structures. in a word, all means and steps mentioned above have already proved effective and practicable in practice

    軟弱大跨超淺埋扁平隧道必須按「管超前,嚴注漿,多分部、短開挖、強支護、快封閉,勤量測」的施工原則進行施工,採用「眼鏡超前,化大為小,先側后中,先上後下,先拱后墻」的施工方法控制地表沉降和對周邊建築物的影響;採用「多分部,化大為小,短進尺,密布眼,弱裝藥,設減振槽」 ,控制爆破振動,經過實踐證明,這些方法都是行之有效的。
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