纜索結構 的英文怎麼說

中文拼音 [suǒjiēgòu]
纜索結構 英文
line structure
  • : Ⅰ名1. (拴船用的鐵索或多股粗繩) cable; hawser; mooring rope 2. (擰成多股的似纜物) thick rope; cable Ⅱ動詞(用繩索拴船) cable
  • : 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; ...
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  1. Shipbuilding. extra - flexible wire rope for rigging. 6 hawsers of 6 x 7 - strands. 7 textile cores construction 1 6

    造船工業.具用特軟鋼. 6 x 7絞股股鋼,織物芯股鋼絲1 6
  2. A new type bridge named long - span cable - truss bridge ( lsctb ) was created which can combines advantage of cable and truss structure

    該橋型一方面利用的抗拉性能;另一方面利用桁架剛度大的優點。
  3. 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

    起重機是一種以懸掛于兩支點之間的柔性鋼作為大跨距承載、利用載重小車在其上往返移動進行工作、兼有垂直運輸和水平運輸的特種起重機械。
  4. Preassembled parallel wire strands, in contrast to structural strands, do not require prestretching.

    預先裝配的平行鋼絲相比,不需要預拉。
  5. 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 )

    橋施工中需要吊裝的材料和件很多,豐都長江大橋懸橋主採用空間外張式,使加勁梁的吊裝不能採用一般的載吊機形式,為使施工的順利進行,本橋施工中開發了多功能高架道施工方案,以一副道完成了多種工作,全面解決了上部(包括加勁梁)的多項吊裝作業。
  6. A new kind of theory and calculating method which is suitable to cable supported bridges was developed in this paper. cable element can include the structure ' s geometry nonlinearity and initial stress, virtual laminated element has high calculating efficiency and good precision. dimensions of lsctb was put forward based on conclusions of optimum analysis

    推導了適合承重橋梁的單元;引入虛擬單元理論,提出適用於大跨承重橋梁鋼箱梁的一種新方法?虛擬層合板單元法,該單元具有計算效率高,可以模擬復雜並滿足工程需要等諸多優越性。
  7. The shantou bay suspension bridge is the first mordern suspension bridge in china its substructures are mainly towers and anchorages this paper presents some of the key techniques of the substructures construction , including the cable anchorage system setup , the hydrated heat control in the anchorage , construction of the foundation and bearing plate of the tower in the ocean , the control of tower construction , etc

    汕頭海灣大橋是我國第一座現代懸橋下部主要包括塔和錨碇本文介紹了該橋下部施工的一些關鍵技術環節,包括主錨碇錨固系統的安裝,大體積混凝土的溫控防裂,主塔基礎和承臺的海上施工,塔柱滑模施工控制等
  8. Wire rope assemblies

    纜索結構
  9. 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吊裝塔架扣架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造,分析了施工狀態一體化的力學行為,主要探討了一體化的強度、剛度及穩定性,採用動態監控系統確保了一體化在橋梁施工過程中的安全可靠性,從而形成一套系統的吊裝施工新技術,並在實橋工程進行了應用,效果良好。
  10. In addition, the analysis and test for the entire stability and limited carrying capacity are completed and results show that pingsheng bridge is also safe enough. 4. the influence on the static performance for pingsheng bridge of structural parameters, such as rise - span ratio of main cable, stiffened girder rigidity, main tower rigidity and main cable rigidity, is studied

    對平勝大橋和與之具有相同參數的地錨式懸橋模型進行了動力特性分析,並研究了主矢跨比、恆載集度、加勁梁剛度、主塔剛度、主抗拉剛度、吊抗拉剛度等參數變化對兩類懸橋動力特性的影響。
  11. The initial condition should be defined firstly in the structural analysis of the cable - support system. there are two important control parameters of the initial condition : initial shape and initial strain of the cable. 2

    支承體系的分析應當首先確定體系的初始狀態,初始狀態的兩個重要折控制參數是:初始形和初始應變; 2
  12. Fengdu yangtze suspension bridge is characterized with out - spread overhead curved cable, tunnel - type anchorage and steel - truss stiffening girder. it is well - known for its new structure, complex technology, accurate workmanship, and difficult construction. it is valuable to review its construction method and new technique developed during construction

    豐都長江大橋懸橋具有外張式空間曲線主、隧洞式錨碇和鋼桁架加勁梁的設計特點,新穎、技術復雜、工藝精度高,施工難度大,其施工方法和施工中開發的新技術具有重要的應用價值。
  13. The main work in this thesis is described as follows : ( 1 ) this thesis introduces phylogeny and application actuality inland and abroad, summarizes the basic construction and forcing characteristic, and indicates the existed problems and developing trend of self - anchored suspension bridge. ( 2 ) this thesis researches systemically on the calculating theory of line shape for suspension bridge, deduced the applied calculating formulas of the combined geometry curve theory, and programs based on each geometry curve theory

    主要做了以下工作: ( 1 )介紹了自錨式懸橋的發展歷史和國內外的應用現狀,總了自錨式懸橋的基本造特點和受力特徵,指出了自錨式懸橋存在問題和發展趨勢; ( 2 )對懸橋主線形計算理論進行了系統研究,提出並推導了主混合線形的計算理論和相應的實用公式,編制了各種計算理論的計算程序。
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