板架支撐 的英文怎麼說

中文拼音 [bǎnjiàzhīchēng]
板架支撐 英文
planking and strutting
  • : 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 (用來放置東西或支撐物體等的東西; 架子) frame; rack; shelf; stand 2 (毆打; 爭吵) fight;...
  • : Ⅰ名詞1 (分支; 支派) branch; offshoot 2 (地支) the twelve earthly branches3 (姓氏) a surname...
  • : Ⅰ動詞1 (抵住; 托住) prop up; support 2 (用篙使船行進) push or move with a pole 3 (支持) mai...
  • 支撐 : 1 (抵抗住壓力) prop up; sustain; support 2 (勉強維持) support; prop up3 [建築] strut; brace; ...
  1. For the tip - to - face roof stability, chock - fram type powered support only be applied to hard top - coal, shield - type powered support and chock - shield - type powered support can be applied to three top - coals

    通過分析,為保證端面頂穩定,式液壓僅適用於頂煤為硬煤的條件下,掩護式和掩護式在三種頂煤條件下均可以適用。
  2. Corrosion may have played a role here as well : the minneapolis bridge ? what ' s known as a deck steel truss bridge ? was a concrete roadway supported by gridwork of steel

    金屬的銹蝕也許在這些事故中扮演者某種角色:明尼阿波利斯橋是一座鋼橋,也就是有鋼格來混凝土橋面。
  3. A wooden frame built especially to support the sides of an arch until the keystone is positioned

    條專門用來在拱頂石放置好以前拱的兩邊木
  4. Firstly, for the system of moulding board and support frame in construction the side pressure and screws are analyzed. the material and structure form of support frame are discussed. the design of support frame uses the method of limited state, and also it analyses the integer stability, part stability, and single stability, and then proposes the load analysis of multi - level support frame

    首先,針對轉換層梁模體系及施工,重點分析了轉換層結構現澆混凝土對模側壓力值及模對拉螺桿的計算;討論了轉換層體系的形式及構造,詳細論述了基於極限狀態設計的計算方法,包括縱橫向水平桿的強度驗算、立桿的整體穩定性、局部穩定性、單肢桿件穩定性等驗算,並提出了多層的施工荷載計算方法。
  5. Accessory support for floor board : adjustable support, cross girder, and buffing mat, with the support height : 150 - 350mm or decided by users

    配套:按地每平方米配套可調橫梁緩沖墊高度可根據用戶要求確定。
  6. This paper applies nonlinear finite element program bsnfem to analyze the behaviors of eccentrically braced steel frames under cyclic load. the study that comprehensive and systematic analyze the factor of links length, thickness of links flange, distance of links rib, thickness of links rib and angle of brace to be changed affect energy - dissipation capacity of d shape and k shape eccentrically braced steel frames have been some studied before. this paper fills the black in the filed factor of high - span ratio, brace stiffness and brace - to - beam connections to be changed affect energy - dissipation capacity of d shape and k shape eccentrically braced steel trames and any factor to be changed affect energy - dissipation capacity of y shape eccentrically braced steel frames

    對耗能梁段的長度、耗能梁段腹的厚度、耗能梁段翼緣的厚度、耗能梁段加勁肋的間距、耗能梁段加勁肋的厚度、的夾角等因素的改變對d形、 k形偏心鋼框耗能的影響,前人已有一些研究,本文對這些因素的影響進行了全面系統的分析,完善了理論分析的不足;而結構高跨比、剛度、與梁的連接形式等因素對d形、 k形偏心鋼框破壞機理的研究以及各種因素對y形偏心鋼框破壞機理的影響,則很少有人涉及,本文對此也進行了深入系統的分析,填補了這一研究空白。
  7. Planking and strutting

    板架支撐
  8. Then calculate the member individually, including the calculation of load - behavior capacity, the calculation of high strong bolt with the method of connection with beam, the design method of stiffening rib, etc. the text educed the above - mentioned formula theoretically. 5. linking with windmill flat engineering example in the third youth flat engineering of yi zhuang development area, beijing, it and steel frame constitute the steel frame ? steel shear wall with slit system respectively are analyzed the whole structure by ansys and satwe

    既利用剛度等效的原則,把其轉換為工程計算軟體可以計算的體系,然後對構件進行單獨計算,包括承載力的計算、和梁接合方法? ?高強螺栓的計算、加強肋的設計方法等內容; 5 、帶縫鋼剪力墻與鋼框形成鋼框? ?帶縫鋼剪力墻結構體系,結合北京亦莊經濟開發區青年公寓三期工程中的風車公寓工程實例,分別採用ansys和satwe進行了結構整體分析,兩者的計算結果相吻合。
  9. As for different requiremint for the lustration rate, we can provide you round - hole 20 - 30 %, strip - hole 40 - 50 % perforated panel. stringer, pedestal and typical rod with high - mechanic strength and loading capacity

    針對各種潔凈室潔凈度的不同需求,可提供圓孔20 % ? 33 % 、條孔40 % ? 50 %開孔率的高鋁合金通風地、橫梁及特殊的斜設計為高承載,高強度奠定了堅實的基礎。
  10. Modern designed steel cabinet built up with welded rectangular steel tubes. swing away control panel mounted on a tubular steel arm. heavy duty machined u - shaped frame for the roll assembly

    現代設計的櫃式結構是由角鋼焊接而成。搖臂式控制面由管狀鋼。輥組件置於堅固的u型鋼結構中。
  11. It indicates that setting load of front leg and front leg - to - wall distance and load - bearing waste shield have important influences towards tip - to - face roof stability, results have been proved by the example analysis

    研究指出前柱初力、前柱到煤壁距離、掩護梁受載等參數對端面頂穩定性有重要影響,結論在現場得到了驗證。
  12. Bulk freight wagons with pressure discharge ; guard and support with test connection of pressure gauge

    帶壓力卸料裝置的散裝料運貨車.護與測試壓
  13. Meanwhile the floors tie the inner frame to the outer one, bracing the entire edifice

    同時,每層的地則將內外聯系在一起,以起整棟建築。
  14. There are two ways to develop human resources management information system, one is based on modern human resource management thinking ( ehr management system ), the other is dependent on the traditional routine handling thinking ( traditional hrmis ), many essential differences are existing between both. these differences embody not only in building all kinds of conspicuous functional modeling, such as information database of human resource, self - service platform for employees or electronic human resource working flow modeling which are helping hr to control all transaction processing jobs in human resource management affair. but also emphasize the functional transformation of hr management department from transaction processing role to strategic role, this kind of chang ensures hr department to focus on how to establish human resource developing stratagems and assort with the developing step of whole enterprise. so when we talk about the following differences below, we can be clear more about the distinctness between in the traditional hrmis and ehrmis

    Ehr管理信息系統是企業信息化建設的主要組成部分,作為現代企業進行人力資源管理戰略重要工具,如何能夠提高其企業中的開發應用成功率,成為ehr管理信息系統開發商和應用企業共同關心的問題。本文在對ehr管理系統及其內涵、特徵及意義進行闡述后,從全局出發,對ehr管理信息系統的在企業的開發和實施模式進行了研究。以e公司開發和實施ehr信息系統的實例為模,圍繞e公司人力資源管理的現狀,開發實施組織框及對e公司ehr管理系統建設過程中經驗和教訓的總結並結合目前ehr管理系統開發業界的成功實例的總結,圍繞如何建立需求企業項目小組?開發企業項目小組?咨詢企業三者之間良好互動的信息流動渠道為主體,提出了創新組織結構模式。
  15. We still need to include supporting legs, pop - up waste but we will not require a front panel, …

    我們仍須有腿,彈出式廢物裝置,但不需要前面、 … … 。
  16. The tower shafts, most of which are hollow and varying in cross section, and altitudinal construction bring trouble to the form work and the stress of strand wire. and the cracks on the crossbeams will be caused by the following - deformation of the bracing structure joints, elastic deformation , uneven settlement and temperature changes. the additional stress of the base slab and the foundation is caused by the deviation of cable bent tower construction

    但大跨度橋梁混凝土索塔施工設備進場及現場管理都比較困難;塔柱多為空心變截面,且為高空作業,給模工程及預應力張拉帶來一定困難;系統連接的間隙變形、彈性變形、不均勻沉降以及環境溫差可導致橫梁裂縫;索塔施工偏位會引起的承臺和基礎的附加應力,對加勁梁的設影響大;懸吊結構未完體系(設時)施工階段的風致振動往往影響到施工的安全和質量;實心塔柱部分體積較大,易產生溫度裂縫。
分享友人