滑板組 的英文怎麼說

中文拼音 [bǎn]
滑板組 英文
operating slide group
  • : Ⅰ形容詞1 (光滑; 滑溜) slippery; smooth 2 (油滑; 狡詐) cunning; crafty; slippery Ⅱ動詞(貼著物...
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  • : Ⅰ名詞1 (由不多的人員組成的單位) group 2 (姓氏) a surname Ⅱ動詞(組織) organize; form Ⅲ量詞(...
  • 滑板 : chute board; return board; return bottom; saddle; slide board; slide plate; slip board; slipper b...
  1. Company has possessed 600 employess, over 68manag. ement personnel and 22 technicians since is was founded. inwhich junior college graduatre account for 90 %, average ages of employees is 28 years, area of factory building is 20000sq. meter annusi value of production is 80 milions yuan and have three modemization production line and advanced equipment and perfct monitor and measunng device as puncher, driller, lathe, measurig truck, cutter, shielded welder and pipe bendin machine. main production of company are all kinds of generators, both petrol and dlesel series, water umps, luggage rack of vehicle, bumper, fuel tankall kinds of motorcycle rack, auto majhong machine and whd series of dlecmolishde vehide, wide varieties, a complete range of specification. the products have stable qusity and advanced

    具備廠房面積20000平方米,年產值8000多萬元的生產能力及三條現代化流水線。擁有各種大型沖壓設備各類油箱鉆床車床儀表車切割機保護焊機彎管機等先進設備和完善的測量裝置。公司主要品種有:各種發電機汽油機系列柴油機系列水泵汽車行李架保險杠各種摩托車架全自動麻將桌whd系列電動車,防墜器等系列產品。
  2. Pallets, slip sheets, and other bases for unit loads

    貨件用托盤和其他底座
  3. Installed in the water - world are several sets for water - sports, such as high - platform speed - changing slide, rocking slide, 45 sliding - board and massaging pond, etc

    在水上時間里設有數水上游樂項目,其中有高臺變速道、搖滾道、 45奔流沖浪,還有按摩池等項目。
  4. With its important functions as load - bearing, shock absorption, stabilization, lubrication and congruency, the meniscus plays an important part in the complex biomechanics of the knee joint

    摘要半月是膝關節的重要成部分,它能吸收震蕩、增加關節面的接觸面積和潤關節,在傳遞載荷、穩定關節和防止關節退變等方面起著重要作用。
  5. Seeing an increasing number of little fellows, the initiates from the center s garden group recently have considered building a playground close to the entrance of the center. it will include swings, seesaws, slides and bridges

    由於小同修的數目漸多,道場的園藝正構思在道場入口處設一個兒童樂園,放置大型玩具如鞦韆搖搖梯和天撟。
  6. Modular units for machine tool construction. wing bases for slide units

    機床結構的合裝置.動裝置的翼基座
  7. The research suggests that the failure process of the multi - ribbed composite walls under horizontal seismic loads is : the cracks of the infilled silicate bricks and the cracks of the inner rib beams and rib columns - the cracks of the outer frames ; and that the walls can release energy by stages, showing perfect capacities of energy dissipation and collapse resistance

    研究表明:復合墻在水平地震力作用下,其破壞過程按「填充砌塊?肋梁肋柱?外框架」的順序進行,分級釋放能量;試驗中墻大部分發生剪切移破壞;墻的平均抗剪承載力、延性指標、耗能及抗倒塌能力明顯優于合磚墻。
  8. Abstract : the auto electric top window is mainly divided into crescent glasses, overshadow, driving motor, gear, sliding screw , ecu and relay. thi s paper analyses the working principle of opening, closing, oblique rise and fall an d the control process of electric control system are introduced

    文摘:汽車電動車頂(天窗)主要由月牙形玻璃、遮陽、驅動電動機及齒輪、動螺桿、 ecu及繼電器等成,分析了車頂玻璃打開、關閉、斜升、斜降等動作的工作原理,介紹了電子控制系統的控制過程。
  9. The auto electric top window is mainly divided into crescent glasses, overshadow, driving motor, gear, sliding screw , ecu and relay. thi s paper analyses the working principle of opening, closing, oblique rise and fall an d the control process of electric control system are introduced

    汽車電動車頂(天窗)主要由月牙形玻璃、遮陽、驅動電動機及齒輪、動螺桿、 ecu及繼電器等成,分析了車頂玻璃打開、關閉、斜升、斜降等動作的工作原理,介紹了電子控制系統的控制過程。
  10. 3. in applications, the structure of stabilizing piles with pre - stressed anchor cables can be associated with retaining wall, combined bolting and shotcrete, precast concrete lagging ( plain, troughlike, archlike shapes ), and so on, which enlarge the application areas of this structure

    3 、在實際應用中,預應力錨索抗樁可與砌石擋墻、噴錨支護、預制擋(平、槽形、拱形等)聯合作用,形成多種形式的合結構,從而可擴大這種結構型式的應用范圍。
  11. On the basis of relative researches in the world, according to the study status of steel - concrete composite slab, which would be widely used in modern bridge, modified equivalent inflexibility of steel - concrete composite slab was deduced by use of conversion section principle in this paper ; based in this, this paper put forwards the theory of ultimate flexural capacity of steel - concrete composite slab in consideration of slip effect, and introduces the practical simplified method for calculating flexural deformation of steel - concrete composite slab in consideration of the effect of steel studs and welded wire, and conclude that the methods in this paper is veracious and reliable, comparing with the traditional calculating mode ; morever, this paper put forwards the calculating theory and program of the effect analysis of creep and shrinkage to steel - concrete composite slab, using conversion elastic modulus principle, and testifies that the theory is right and the program is reliable and practical

    本文在國內外研究成果的基礎上,針對壓型鋼與混凝土結構在現代橋梁建設中廣泛應用前景和研究現狀,利用換算截面法導出了壓型鋼與混凝土結構的修正等效慣性矩;在此基礎上,又推出了考慮壓型鋼與混凝土之間的相對粘結移影響的壓型鋼與混凝土結構極限抗彎承載能力計算理論,並介紹了考慮栓釘、聯結件影響的壓型鋼與混凝土結構簡化實用撓曲變形計算公式,而且通過與傳統計算理論的分析比較,表明本文提出的計算理論公式的準確可靠性;此外,採用換算彈性模量比法著重提出了壓型鋼與混凝土結構的徐變、收縮效應分析的計算理論和程序,並通過實例分析計算證明了理論的正確性、程序的可靠性和實用性。
  12. In staged construction process, study is primarily aimed at the truss load resistance capacity and flexural performance under construction and design load, combination performances of steel trusses in conjunction with concrete beam, the vertical displacement difference of two steel trusses with different span and their lateral stability, the glide displacement of the steel truss end during construction, the load resistance performance of steel trusses and concrete structure at the designed load, and the extreme limit loads and the breaking appearance of the combined steel trusses

    主要研究了在階段施工過程中,鋼桁架在施工荷載及設計荷載下的受力性能和變形能力;鋼桁架與混凝土梁的共同工作性能;兩榀不等跨鋼桁架在整體受力下的豎向位移差及其對結構的作用和側向穩定性;鋼桁架端部在施工階段的動情況;使用階段鋼桁架及其端部混凝土結構的受力性能;合鋼桁架結構的極限承載力和破壞形態。
  13. The paper made up a flexural experiment with six pieces of composite slab. during the every step of load exerted, the paper recorded the strain of cold - form steel deck and concrete, deflection, crack, slide, ultimate bearing capacity. by changing the thickness of cold - form deck, thickness and strength of concrete, amount of steel stud and other parameters, the paper discussed the behavior of loaded composite - slab

    本文進行6塊的抗彎性能試驗,測試各級荷載下壓型鋼及砼應變、撓度、裂縫、移、抗彎極限承載力;通過壓型鋼厚度、砼厚度、砼強度等級、栓釘數量等幾個參數的變化,探討在荷載作用下的內力、變形情況。
  14. Based on the overview of former researches on the bond - slip performance between reinforced bar and concrete in rc structures as well as between steel shape and concrete in src structures, a new type of slip transfer named " the embedded electronic steel - concrete slip transfer " ( patent authorization no. zl - 02 - 2 - 61881. 3 ) was manufactured, by which the interior slip between the steel shape and concrete along the embedment length could be directly measured, the most difficult problem of experimental research was consequently solved

    在前期試驗方法研究中,設計發明了一種實用新型的內置式鋼-混凝土電子移傳感器(專利授權號: zl - 02 - 2 - 61883 . 3 ) ,基本上實現了型鋼與混凝土連接面上內部移的測量,解決了型鋼混凝土粘結移試驗研究的一個關鍵難題;採用合h型鋼的方法測量了型鋼翼緣、型鋼腹應變,較好地實現了型鋼混凝土粘結應力的測試。
  15. After tightening, the screw is secured and presses the disc firmly against the four - parted thrust ring thus protecting against slipping

    在上緊后,螺絲可靠地把閥壓在由四部件成的止推環上,防止
  16. Upon the application background of solid lubricants and wear resistant materials, the microstructure and tribological property of carbon nanostructure synthesized on the porous anodic aluminium oxide ( aao ) template were investigated

    本文以固體潤耐磨材料為應用背景,對在多孔陽極氧化鋁( aao )模上生成的納米碳結構薄膜的織結構及其摩擦性能進行了研究。
  17. The bearing capacity of normal section of the composite panels may be calculated according to the assumed limit state based on the modified normal sections while the deformation of the composite panels may be corrected according to the calculations made in line with the prevailing steel structure design codes and by taking into consideration the influence of the interfacial slipping motions

    的正截面承載力可按基於修正平截面假定的極限狀態計算;的變形,可在按現行鋼結構設計規范計算的基礎上,加上考慮界面移影響的附加變形值予以修正。
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