吊索架 的英文怎麼說

中文拼音 [diàosuǒjià]
吊索架 英文
angulated roping
  • : hangsuspend
  • : 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 (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;...
  1. The drills included rescue rubber dinghies moving in formation, a vertical landing by a rescue helicopter, evacuation of victims by amphibious vehicles, saving people in rapid water through the use of rubber dinghies, vertical evacuation of victims, use of a rope - gun, setting up a rope - bridge over a valley or stream, vertical descent from great heights, and a display of advanced earthquake rescue equipment

    演習的項目包括救生橡皮艇水上分列式直升機垂降救援水陸兩用車撤離災民橡皮艇急流水中救援垂直地形傷患拖拋繩槍救援溪谷單設高空垂降,及多項先進的地震救援裝配靜態展示。
  2. The design of hoisting cableway in wudang mountain xuan regnal palace according to the characteristic and requirements of cableway design in the view and in line with the principle of advanced technology, reasonable economy, safety and appliance, includes the general arrangement of cableways, calculation of skyline and wookline, checking computation of the support and the anchorage, productivity calculation

    摘要根據景區道設計的特點及要求,本著技術先進、經濟合理、安全適用的原則,對武當山南巖宮玄帝殿道進行設計,包括道總體布置、承載與工作設計、支與錨碇的驗算,並進行生產率的計算。
  3. During the 3d finite element calculation, try to simulate different procedure of the construction ( like sunk well in - filling, main cable erection, box girder hoist, bridge flooring and opening to traffic ). and then, reveal the regulation of deformation and displacement on the foundation and soil during different period. after got these, this thesis put great attention on the analysis of the reason which cause the horizontal displacement of the cable saddle, as well as the regulation of the pressure ' s changing in the soil located on the front side of the sunk well foundation

    在三維有限元計算中,對不同工況(沉井充填、錨體澆築、主纜設、箱梁裝、橋面鋪裝以及通車運營)下的施工過程作了模擬,全面揭示了各工況下錨碇沉井基礎與地基土的變形變位規律,著重分析了影響散鞍水平位移的因素以及不同工況下沉井前測地基土水平向抗力變化規律,並提出了不同深度地基土水平向抗力與水平位移間的擬合關系。
  4. Hoseason, declaring that he and i must be the first aboard, ordered a tackle to be sent down from the mainyard.

    霍西森宣稱,一定要我和他首先登船。他下令,把大桅的帆上的放下來。
  5. Secondly, calculation theory of construction for suspension bridge is presented under the ideal condition of dead load design. linetype change stiffness of cable and slip stiffness of supporting points are deduced based on segmental catenary theory. then numerical analysis method through sgkz2000 software are introduced in detail about calculating design linetype for suspension bridge, unstressed length of cable, erection linetype of cable and pre - displacement of saddle without loads, erection linetype of wire strands, the fixed position for erecting cable band and linetype of lifting stiffening girders

    其次,根據懸橋恆載設計理想狀態建立了懸橋施工計算原理;以分段懸鏈線理論為基礎,推導了懸的線形變化剛度和懸支點的滑移剛度;介紹了懸橋成橋設計線形計算、無應力長度計算、空纜線形與預偏量計算、絲股設線形計算、夾安裝位置計算和加勁梁裝線形計算的具體方法、數值演算法及軟體sgkz2000的計算模塊的實現。
  6. This paper also presents the methods of controlling unstressed length of cable, pre - displacement of saddle, anchor span tension, erection of wire strands, the fixed position for erecting cable band and cable length. determination and control approach of displacement of saddles during cable erection are also introduced. at the same time, the change course of linetype during construction period for suspension bridge is analyzed

    再次,介紹了懸橋的施工控制內容與方法,利用軟體sgkz2000對多座懸橋進行了施工計算,提出本文關于懸橋的主纜無應力長度控制、鞍預偏量控制、錨跨張力控制、絲股設控制、夾安裝位置與長度控制的方法;介紹了梁階段鞍座頂推量的確定與控制方法,分析了施工階段懸橋的線形變化過程。
  7. There are many materials and members to be hoisted during construction of the suspension bridge, unfortunately, the out - spread overhead curved cable makes it impossible for hoisting the stiffening girder with normal cable - supported lift. in order to ensure the construction proceeded smoothly, a multifunctional overhead cableway system is developed, thus accommodating all the hoisting tasks for the superstructure ( stiffening girder )

    橋施工中需要裝的材料和構件很多,豐都長江大橋懸橋主纜採用空間外張式,使加勁梁的裝不能採用一般的纜載機形式,為使施工的順利進行,本橋施工中開發了多功能高道施工方案,以一副道完成了多種工作,全面解決了上部結構(包括加勁梁)的多項裝作業。
  8. The curve of arch rib, rib section bending, splice of rib sections, seperator of tube, bracing plates, bracing system, meeting of arch, concrete pumping, hangers, tie - rods, the tower of the cable crane and the guy ropes, technical specifications of cfst arch bridge are discussed

    對鋼管混凝土拱橋的拱軸線選用、鋼管節段彎制、節段拼接、管內分隔倉、綴板設計、聯結繫系統、合龍設計及其細節、管內混凝土的泵送、桿、系桿、纜機與扣、技術規范等12個問題進行了探討。
  9. Model of a passenger aerial ropeway is established after conducting structural analysis of the cable, supporting mast and basket, and stress analysis is respectively performed under passengers or wind loads, providing a method of overall static strength design of passenger aerial ropeways

    摘要針對客運道系統中懸、塔籃等特定結構,著重解決了道系統分析中的整體有限元建模問題,並提出了客運道系統在自重或風力作用下的應力分析方法, ?客運道系統靜強度設計提供了整體性計算方案。
  10. This paper taking zigui longtanghe bridge in hubei province as a project background, studies about the unified construction technology of tower and buckle frame in erection with cableway used in steel pipe - encased concrete arch bridge constructioa based on the analysis of the construction property of long span steel pipe - encased concrete arch bridge, this paper raises the general scheme and basic structure of unified construction, analyzes the mechanical behavior of unified structure of construction statue, mainly discusses the strength, stiflhess and stability of the unified structure

    本文以湖北秭歸龍潭河大橋為工程背景,對大跨徑鋼管混凝土拱橋纜裝塔一體化施工技術進行了研究。論文以大跨徑鋼管混凝土拱橋施工特點分析為基礎,提出了一體化施工的總體方案與基本結構構造,分析了施工狀態一體化結構的力學行為,主要探討了一體化結構的強度、剛度及穩定性,採用動態監控系統確保了一體化結構在橋梁施工過程中的安全可靠性,從而形成一套系統的纜裝施工新技術,並在實橋工程進行了應用,效果良好。
  11. By calculating suspender tension of a half - through rigid skeleton cfst arch bridge, the task set up complete health file of this

    對某中承式鋼管混凝土勁性骨拱橋進行了(桿)張力計算,建立了該橋設計之初的完備的健康檔案。
  12. In south to north gas pipeline project of zhongyuan oilfield, the gas pipeline crossing through yellow river applies suspension type

    摘要中原油田南氣北輸工程,其天然氣管道在經過黃河大堤處採用懸式跨越,懸裝是該工程的重點。
  13. Safety requirements for cableway installations designed to carry persons - carriers - part 1 : grips, carrier trucks, on - board brakes, cabins, chairs, carriages, maintenance carriers, tow - hangers

    載人用道裝置的安全要求.運載裝置.第1部分:夾緊裝置載貨汽車車裝制動裝置座艙椅子車廂維修承載裝置牽引
  14. Abstract : for building a long - span concrete - filled steel - tube ( cfst ) arch bridge with an integrated installation tower, one of the key technologies is to control the arch rib alignment of the bridge. based on the theoretical analysis and the measuring results, the designed arch rib alignment of a being built bridge can be guaranteed quality by adjusting the length of the cables on - line. the engineering application shows, by using the on - line adjusting cable technology, that it is economical and in safety for building a long - span cfst arch bridge

    文摘:在大跨度鋼管混凝土拱橋塔/扣一體化纜裝施工中,其關鍵技術之一是主拱線形控制.在理論分析和現場測試的基礎上,動態調整扣長度,可保證鋼管拱肋的設計線形.工程實踐表明:將扣動態調整技術應用於大跨度鋼管混凝土拱橋的裝施工中,可降低工程造價,保證施工質量
  15. 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,給模板工程及預應力張拉帶來一定困難;支撐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;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。
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