steel-tube construction 中文意思是什麼

steel-tube construction 解釋
鋼管結構
  • steel : n 1 鋼，鋼鐵。2 鋼製品；刀，劍，打火鐮；（女人胸衣等中的）松緊鋼條[絲]；鋼磨；〈美國〉剃刀，小刀...
  • tube : n 1 管，筒；顏料管。2 管狀地下隧道；〈口語〉（倫敦的）地下鐵道。3 【炮】炮身；【汽鍋】鍋管；【解...
  • construction : n 1 建築，結構，構造，架設，鋪設；建設；設計；工程；建築法，構造法，建築物；【戲劇】搭置，布景，...
  1. Comparing with concrete box - girder structure, there are many advantages such as structural material, behavior, construction, economic benefit and so on. whereas as a new structure, spatial truss structure of concrete filled steel tube still has much questions which need be dealt with

    這種結構與混凝土箱梁結構相比，在結構材料、受力性能、施工和經濟效益等方面具有顯著優勢，但作為一種新的橋型結構，還有許多問題有待解決。
  2. This paper introduces the development and present situation of concrete - filled steel tube arch bridge in the world ; generally analysis the mechanism, construction technology, construction equipment of the job practice ; advance the entire scheme of the long - span concrete - filled steel tube arch rib construction ; at last give the analysis the concrete scheme of the concrete - filled arch rib construction. this paper declares the reference value of the study through the above

    本文介紹了國內外大跨度鋼管混凝土拱橋主拱肋施工的發展和現狀；綜合分析了拱橋施工的機理、技術和設備情況；提出了大跨度拱橋主拱肋施工的完整解決方案，最後通過具體橋梁施工方案的設計分析，說明了本項研究成果的現實參考價值。
  3. Construction monitring for steel tube concrete arch bridge

    鋼管混凝土系桿拱橋施工監測
  4. The construction of the bridge began in oct 1999, and the closing up of the steel tube was in dec 2000. during that period, i learned and analyzed the current construction methods fairly comprehensively, and collected the construction technique data of the cfst arch bridges having been built. based on this, aided by the simulation of construction procedure using finite element program, i proposed the operation program to make the steel tube segment be located at one time, and the scheme of dividing rooms to segment pouring

    大橋於99年10月開工， 2000年12月主橋鋼管合龍，在此期間，本人就目前鋼管混凝土拱橋的施工方法進行了較全面的了解和分析，搜集了此類已建橋梁的施工技術資料，在此基礎上，又藉助有限元程序對施工過程模擬計算的支持，提出了在梅溪河大橋懸臂安裝過程中，鋼管節段一次就位的操作程序和鋼管混凝土分倉灌築的方案，並為施工單位采納應用。
  5. Scaffolding construction of concrete filled steel tube arch bridge with no wind - support system

    無風撐鋼管混凝土拱肋的支架施工
  6. Arch rib is the key point during the process of the long - span concrete - filled steel tube arch bridge construction

    主拱肋施工是大跨度鋼管混凝土拱橋施工的關鍵環節。
  7. Taking the 4th binhai road bridge in the development zone of dalian city as an example, this paper presents the key points of the overall design, plane and spatial static analysis, stability analysis and construction technology of long span half - through concrete filled steel tube arch bridge

    摘要以大連市開發區濱海路四號橋為例，介紹大跨度中承式鋼管混凝土拱橋的總體設計、平面靜力分析、空間靜力分析、穩定分析和施工工藝的要點。
  8. Presents the basis content, load and condition of the design. the paper studies the integral curvilinear sliding construction for truss structure by using shape steel tube falsework for first time, which developes the technology of sliding construction

    重點分析了型鋼管胎架的材料、構造、製作、拼裝及搭設；胎架設計依據、內容、荷載及工況；首次在實際工程中採用型鋼管胎架進行桁架胎架整體曲線滑移施工，拓展了滑移施工工藝。
  9. Such parameters as in - service function, construction technique, construction speed, earthquake resistance behaviour and fire resistance behaviour were analyzed, the results showed that rpc filled in steel tube columns had advantages over other columns in the respects. from the economical analysis of different columns supporting similar loading, it can be seen that the material price of rpc filled in steel tube columns was the lowest. considering outstanding durability of rpc material, the macro - price of rpc filled in steel tube columns should be the lowest and the economical benefit should be the best

    通過對鋼管活性粉末混凝土柱的建築使用功能、施工工藝、施工速度、抗震性能、耐火性能等眾多指標的分析以及在構件承受相同荷載條件下鋼管活性粉末混凝土和不同強度的鋼管混凝土、鋼筋混凝土、鋼柱的材料造價的比較，可以看出，鋼管活性粉末混凝土的局部造價是最低的，結合rpc材料優異的耐久性能，可以認為該組合結構的材料造價是最低的，具有極好的經濟效益。
  10. Concrete filled steel tube ( cfst ) arch bridge is a new type of bridge which is widely applied in china recently, and it is a relatively ideal structural form for long span arch bridge. with the background of the practice of liantuo bridge, in the view of point of feasible in technology and reasonable in economy, the key techniques and difficulties in the construction of cfst arch bridge are analyzed and discussed in the thesis. the disadvantages in the current design and construction and the improvement method are also indicated

    本文以蓮沱特大橋工程實踐為背景，以主拱施工研究為主線，對鋼管混凝土拱橋重難點施工工藝，從技術上可行、經濟上合理的角度出發，詳細的進行了分析闡述，並指出了設計施工中存在的不足和今後需改進的方向；通過對鋼管混凝土拱橋施工過程中內力的計算，確定了拱肋施工最不利荷載工況下加載重量、壓重順序和張拉臨時預應力束等一系列施工措施，並將計算結果與現場監測觀測數據進行了比較分析，為今後進一步研究這類結構提供了參考。
  11. Cfst ( concrete - filled steel tube ) is a new type of compound material. it ' s bearing capacity is much greater than rc ( reinforced concrete ). and the amount of form needed during construction is greatly reduced

    鋼管混凝土結構作為一種新型復合材料，不僅其承載能力較普通鋼筋混泥土有大幅度提高，施工中對模板的需求也大為減少，而且其耐火性、耐沖擊性等各種指標都遠強于普通鋼筋混泥土，因而在土建工程中得到了迅速發展。
  12. In this paper, firstly, the recent condition and perspective, the types of structures, construction technology, the design method of the fast developing concrete - filled steel tube arch bridge are introduced, and the mechanics performance and uniform theory and the application in practical engineering of cfst

    本文首先簡單介紹了現在發展迅猛的鋼管混凝土桁架拱橋的發展現狀和前景、結構形式、鋼管混凝土的力學性能和統一理論、施工技術和設計方法以及在工程實際中的應用，然後介紹作者的研究工作。
  13. So, the actual state of concrete filled steel tube on load is always that there is pre - stress in steel tube. these members are susceptible to the effects of pre - stress in the steel tube due to construction load

    因此，就出現了在鋼管和混凝土共同受荷前，空鋼管就預先承受縱向壓力（包括自重、施工荷載等） ，在鋼管中產生了初應力。
  14. The paper studied the basic thoughts in developing construction software and developed the computer program of clip - holding steel - tube scaffold under the guidance of the thoughts

    本文研究了建築施工軟體設計的基本思想，並在此指導思想下開發了「扣件式鋼管腳手架計算」軟體。
  15. Rpc filled in steel tube columns was an ideal construction material and had abroad application prospect

    鋼管活性粉末混凝土是一種理想的結構材料，具有廣闊的應用前景。
  16. Analysis of influence of steel tube pre - reinforced construction on tunnel rock deformation

    鋼管預加固措施對隧洞圍巖變形的影響分析
  17. With the quick boom of economy and the rapid development of construction, modem buildings call for better and better material than before. steel tube confined concrete ( stcc ) has been applied in building widely and has acquired economic benefit largely for its excellent quality in structure of big span, height, and loads, good quality of behavior in bad environment, fine gift in industrialization produce. so, it " s a good material of building

    鋼管混凝土能夠適應現代工程結構向大跨、高聳、重載發展並滿足承受惡劣條件的需要，符合現代施工技術工業化要求；而且具有承載高、塑性和韌性好、施工方便、耐火性能和經濟高效等優點；因而正被越來越廣泛地應用於土木工程中；並已取得良好的經濟效益和建築效果，是結構工程科學的一個重要發展方向；有著廣闊的應用前景。
  18. Abstract : the proper of miaogou bridge is a through railway arch bridge with the concrete - filled in steel tube, which main span is 76 m. the construction, arch type, structural analysis, and section determination of this bridge are introduced

    文摘:西安安康鐵路廟溝大橋主橋為主跨76m的下承式鋼管混凝土拱橋，介紹了該橋的構造、拱型、結構分析、截面擬定等主要設計思想。
  19. This paper studies the key techniques involved in the construction of the deep water foundations, long - span prestressed concrete continuous rigid - framed girders and long - span concrete - filled steel tube arches of yichang changjiang river bridge on the newly built yichang - wanzhou railway, and also provides solutions to the possible problems thereof, which may be of certain guiding roles to the practical construction

    摘要對新建鐵路宜昌至萬州線宜昌長江大橋深水基礎、大跨度混凝土連續剛構梁、大跨度鋼管混凝土拱等施工過程中遇到的關鍵技術問題進行了研究，並對各個問題提出了解決方案，對實施性施工有一定的指導意義。
  20. Taking nanpu bridge ( fst bridge ) in chun - an county as an instance, many problems on construction control technique for cfst bridge are discussed in this paper, including : the analysis method of simulating construction phase, construction monitoring technology, calculation of stayed - buckle - cable forces, allotting deadweight of pumping liquid concrete, analysis on the inflection of shrinkage and creep of core concrete in steel tube, analysis on the error in construction control, sensitivity analysis of parameters and parameter identification

    本文以淳安縣南浦大橋為背景，對鋼管混凝土拱橋施工控制中的結構分析方法、施工監測技術、斜拉扣索索力計算、泵注混凝土自重荷載的分配、鋼管核心混凝土收縮徐變分析、施工控制誤差分析、參數敏感性分析及參數估計等問題展開研究。
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