掛索工 的英文怎麼說

中文拼音 [guàsuǒgōng]
掛索工 英文
rig-up man
  • : Ⅰ動詞1 (使物體附著于某處) hang; put up; suspend 2 (中斷電話) ring off 3 [方言] (接通電話; 打...
  • : Ⅰ名詞1 (大繩子; 大鏈子) a large rope 2 (姓氏) a surname Ⅱ動詞1 (搜尋; 尋找) search 2 (要; ...
  • : Ⅰ名詞1 (工人和工人階級) worker; workman; the working class 2 (工作; 生產勞動) work; labour 3 ...
  1. The cable crane is a sort of special hoisting machinery, which uses flexible cable hung between two fulcrums as carrying structure, makes use of the crane carriage moving over the carrying cable to work, and hold the ability of vertical transporting and horizontal transporting

    起重機是一種以懸于兩支點之間的柔性鋼作為大跨距承載結構、利用載重小車在其上往返移動進行作、兼有垂直運輸和水平運輸的特種起重機械。
  2. In this paper, the construction techniques of linjiangmen cable - stayed bridge in jilin, such as large sinking well technique of pier, climbing form panel technique of main tower, stay rope formwork traveler technique of girder and construction control, are summarized in details

    本文全面總結了吉林臨江門斜拉橋施技術,詳細敘述了主墩大型沉井施技術,主塔爬模施技術,主梁牽籃施新技術。斜拉及施控制等。
  3. Abstract : this paper introduces four typical light - retaining structures. they are frame girder with prestressed anchor ropes, antislide pile with preslressed anchor ropes, anchored nelwork with jetting concrete and retaining wall with root piles. these structures are successfully applied to the national highway no. 107 in guangdong province

    文摘:以國道107線清連一級公路上四個典型的邊坡病害治理程為例,介紹預應力錨格構梁、預應力錨抗滑樁、錨噴網支護、樹根樁擋土墻等輕型支擋結構在公路邊坡病害治理程中的應用
  4. Secondly, the construction techniques of cantilever concreting method of girder are analyzed in details. the construction program of stay rope formwork traveler, including the selection of formwork traveler type and the design of formwork traveler, is introduced

    本文重點分析了主梁的懸灌施技術,從籃方案的比選與定型,到籃的設計與使用都做了詳細的介紹,本橋採用牽籃施方案。
  5. According as distortion harmonious condition of traction cable ' s anchorage on cable - suspended traveler, increasing amount of cable tension during casting concrete was computed, and under every key operating condition of casting concrete, traveler ' s frontend elevations were educed. we seriously controlled wenhui bridge ' s course of cantilever casting concrete by this method, which assured that the bridge ' s construction went on successfully. and then, it was discussed how to simulate the effect of prestressing force in spatial analysis

    根據籃前端牽錨固點處的變形協調條件建立了籃上混凝土澆築過程中牽力的增加量,並推導了籃上混凝土澆築過程中的各主要況下籃前端標高的計算公式,對文暉大橋籃上混凝土澆築過程中的牽力和籃前端標高進行了細致地控制,確保了混凝土澆築的順利進行,為整個主梁線形和力的雙控打下了良好的基礎。
  6. Further more, with the reference of testing information, the paper analyzed the traveler construction technique, obtained the guy rope stress and the front - end bottom mark of traveler for each step. using fem theory and large general - purpose program ansys, the paper discussed the cable - stayed bridge space stress characteristic and the relationship between several main design parameters

    以此為基礎,參照試驗資料,詳細分析了斜拉橋施籃的施藝,及其各個狀態下的受力情況,得出在各個階段籃牽力值及籃前端各個況的主梁底立模標高。
  7. The personnel of changshu shengxing knitting machine co., ltd. is pleased if they could give you further data on the exercised fields of activity such as suspension, recovery, glove, moreover also on suspension, controls, recovery and beyond that also on glove and recovery by mail or telephone

    的員竭誠歡迎您通過電子郵件或電話的方式垂詢關于懸浮液、發現、手套以及彈性、懸、操作元件、徵收、回和手套、回復、再生專業領域的詳細說明。
  8. Abstract : the curve equation, force calculation and the length of suspension in two conditions of suspended cable are given through the strict derivation using mathematical and mechanical method. the two conditions were the weight of suspension uniformly disturbed along the link and suspension line. the applications are given and the common expressions have some applied value in engineering

    文摘:通過數學、力學推導,給出了懸自重沿弦線(懸點連線)及沿線均勻分佈兩種情況下的懸曲線方程、受力計算及線長度,並給出了程應用實例,所得結論和公式具有一定的程應用價值
  9. With an introduction of the causation and solution to the height difference between double contact wires in auto - tensioned simple catenary system adopted by shanghai urban rail transit pearl line, the author presents some practical measures which are to be taken as reference for the professionals

    摘要介紹上海市軌道交通明珠線接觸網程雙承力、雙接觸線全補償簡單鏈形懸方式中,雙接觸線不等高形成的原因及解決方案。
  10. Easy use counts as it s second advantage : preparation time before every flying is 10 - 30 minutes including inflating, fuel filling, advertising strips hung, remote controller adjustment, it can be fixed to a stool during flying time, stored at warehouse, carpot or big house with big door at night, very convenient and shortcut

    使用簡便是它的第二大優點:遙控飛艇每次飛行前的準備作為10至30分鐘包括充氣加油廣告條幅試遙控設備,飛行間隔期間可用繩固定於凳子上,多日飛行晚間可存放在倉庫車庫或有大開門的大房內,非常的方便快捷。
  11. Aiming at main project of the xiaoxihu bridge, a low pylon cable - stayed bridge, based on the existing theory and method of the bridge construction controlling theory, using the basic function of " ansys ", farther exploitation was done on concrete elasticity and creep calculating distinguishingly, nonlinearity analysis theory was used to construct the space model, the main beam, string pylon and abutment were simulated by the beam elements which was considered the shearing effect. which is worthy of considering that using the geometric non - linear truss elements to simulate the stayed - cable, form traveler is modeled as structure elements and participate in stress analysis. four stages are used to model the construction stage, which are : ( 1 ) the erection of form traveler ; ( 2 ) placing the segmental concrete ; ( 3 ) jacking the tendons ; ( 4 ) tensioning the stay cables

    針對建設中的小西湖矮塔斜拉橋的主體程,結合已有的橋梁施控制的理論和方法,利用大型通用計算軟體ansys的基本功能,並著重在混凝土彈性計算及徐變計算方面做了相應的二次開發,採用非線性分析理論並建立了空間結構模型、用考慮剪切作用的梁單元模擬主梁、塔和橋墩;用可考慮幾何非線性的桁元模擬斜拉、施藍作為結構單元進行拆裝,參與受力計算,整個施過程按施循環周期分為若干階段,每個階段又分為四個況,即:空藍就位、澆築完畢階段混凝土、張拉預應力鋼筋和張拉斜拉
  12. Abstract : cable - stayed is used to cable suspension, but cable force is calculated by manual, and only for less than 5 segments, and the prescion is poor. this paper puts forward “ zero moment method ”, which can not only calculate more segmental soupe force, but both temporary joint and fixed joint during construction. the mechanical concept is clear, and it is easy for calculating. it is fit for program, and the illustrations prove that the methods are right

    文摘:斜拉扣在纜吊裝中經常運用,但扣力多採用手計算,且多用於5段以內的吊裝,計算復雜,精度低.本文提出「零彎矩法」 ,可計算任意多段扣力,既可計算拱肋在施過程中各節段臨時鉸接,又可計算各節段固結的情況,將兩種連接方式統一成一種計算方法,力學概念清楚,計算簡便,適宜程,文中最後用示例證實本方法的正確性
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