吊綜桿 的英文怎麼說

中文拼音 [diàozōnggǎn]
吊綜桿 英文
jacks
  • : hangsuspend
  • : 綜名詞[紡織] (織布機上使 經線交錯著上下分開以便梭子通過的裝置; 綜片) heddle; heald
  • : 桿名詞(桿子) pole; staff
  1. And it investigates the appearance condition ( including joint, crack, eroding, corrosion, braking pole device rupture, crane - girder ' s gnawing railway and so on ) of the whole crane - girder system on the spot, at the same time, it also actually examines the stress of the beam, chemical ingredient, distortion and railway excursion, etc. through sampling, and based on the actually examined results, it checks and calculates the carrying capacity of crane - girder system. then, based on the investigating on the spot and the calculated result, it discusses the mechanism of fatigue failure of the upper part of welded steel crane - girder, analyses the reason of steel crane - girder in the high - frequency emerging the fatigue crack, institutes the strengthened method of damaged steel crane - girder of accurate packing up workshop of the primary mill plant. finally, it presents some advice and suggestions for the repairing and strengthening method of fatigue crack of upper part of steel crane - girder in the high - frequency

    針對包鋼初軋廠精整車間鋼車樑上部區域出現裂縫這一問題,本文首先述了國內外關于焊接鋼車樑上部區域疲勞裂縫的研究現狀;其次對整個車梁系統的外觀情況(包括連接、裂縫、腐蝕、銹蝕、制動件斷裂、車啃軌等)進行了現場調查,抽樣實測了梁的應力、化學成分、變形及軌道偏移等,根據實測結果,對車梁系統的承載能力進行了驗算;然後,根據現場調查及計算結果,探討了焊接鋼車樑上部區域疲勞破壞的機理,分析了重級工作制鋼車梁出現疲勞裂縫的原因,制定了初軋廠精整車間破損鋼車梁的加固方案;最後就重級工作制鋼車樑上部區域出現疲勞裂縫的修復與加固方案提出了一些意見和建議。
  2. By analysis of the tension exerted on the heralds in operation on shuttle looms of big width, conclusion is made that modification can be done to the heralds by adding the distance of the suspending heralds and process limit lever, for purpose of gaining high efficient general and less damage of herald

    摘要通過分析寬幅有梭織機框在織造中的受力情況,對其進行加大間距、加裝乙形限位等改造,使織機總效率大幅提高,框損壞率顯著降低。
  3. A research in an integrated protection system of platform booms based on plc

    的舞臺電動合保護系統的研究
  4. Taking the analysis of elasticity as basis, thinking horizontal thick stick ' s stiffness, the bridge floor ' s stiffness and the force not guaranteed of the hanging bar synthetically ect, this paper drives pragmatic analysis method of stability of collapsing on arch bridge with thick stick through principle - energy encamping in value and haves carried out detailed discussion on every parameter

    摘要以彈性分析為基礎,合考慮橫撐剛度、橋面剛度、非保向力等因素,運用能量駐值原理建立了系拱橋側傾穩定分析的實用分析方法,並對各參數進行了詳細的討論。
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