預應力鋼絞線 的英文怎麼說

中文拼音 [yùyīnglìgāngjiǎoxiàn]
預應力鋼絞線 英文
prestress wire
  • 預 : Ⅰ副詞（預先; 事先） in advance; beforehand Ⅱ動詞（參與） take part in
  • 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 絞 : Ⅰ動詞1 （把兩股以上條狀物扭在一起） twist 2 （握住條狀物的兩端同時向相反的方向轉動 使受到擠壓; 擰...
  • 線 : 名詞1 （用絲、棉、金屬等製成的細長的東西） thread; string; wire 2 [數學] （一個點任意移動所構成的...
  1. This article comtined the practice of the projtct of jiaojiang bridge and analyzed strand wire with high strength and low laxation, the anchorage system, the tentioned technice in the construction, and the principle of anchorage

    摘要本文結合椒江大橋工程實踐，分析了國產高強度低鬆弛鋼絞線和預應力錨固體系，在施工中的張拉工藝、錨固原理。
  2. Steel strands shape parameters of skew prestress box girder

    斜交預應力箱梁鋼絞線形狀特性及其影響
  3. Later other prestressing methods with parallel wire or strand tendons were also used.

    后來，又使用其它的預應方法，如利用平行鋼絲或鋼絞線施加預應力。
  4. High strength low relaxation hot - dip galvanized steel strand for prestress

    高強度低鬆弛預應力熱鍍鋅鋼絞線
  5. The article structure the landslide prevention and cure, the structure of prestress anchors and its application in detail. basing on the geology condition of fabricating yard, we calculate the solid power and the length of anchor rope. we have worked out the experiment research scheme, and has carried on the earlier stage experiment, field demarcation experiment and has opened pulling the experiment on the spot. ten teams of steel rope to two teams of structure types twist the experimental data that thread internal stress and the total pulling force has been in progress research, and has put forward raising the measure of solid capability of prestress anchor and administering possessing

    本文以川藏公路滑坡路段為研究對象，對滑坡的治理、預應力錨索的結構、作用及其在滑坡防治中的應用進行了詳細的分析；基於施工現場的地質條件，對錨索錨固力及錨索最佳錨固段長度進行了理論計算；制定了實驗研究方案，進行了前期實驗、現場標定實驗、實地張拉實驗；對兩組結構型式的十組鋼絞線內應力及總張拉力的實驗數據進行了研究，提出了提高預應力錨索錨固性能的措施，以及具體的施工方案和施工工藝。
  6. Testing device for elongation indictor of stranded wire in pre - stress concrete structure

    預應力混凝土結構用鋼絞線伸長量測試裝置研究
  7. The prime works are as follows : strain and stress distribution of section was analyzed. the effect of prestress degree. on cracking moment was explored. the relation of the unbonded prestress increment to effective reinforcement index and corresponding bonded prestress increment were studied. the formulae had been established

    其次，設計了三根活性粉末混凝土無粘結預應力疊合梁，兩點對稱集中加載、一次受力，得到了它們的截面應變分佈、撓度與變形、無粘結預應力鋼絞線的預應力增量、裂縫的發展與分佈以及極限荷載。
  8. Hot rolled wire rods for prestressed steel wires and wire ropes

    預應力鋼絲及鋼絞線用熱軋盤條
  9. Spring steel wire, hose wire, galvanized steel wire, galvanized steel strand, tempered type bead wire, cold drawing bead wire, tyre bead wire, frestressed concrete p. c. wire and so on

    彈簧鋼絲膠管鋼絲輪胎鋼絲鍍鋅鋼絲鍍鋅鋼絞線回火胎圈鋼絲冷拉胎圈鋼絲輕載輪胎圈鋼絲預應力鋼絲及鋼絞線等。
  10. Steel products - prestressing steels - part 3 : strand

    鋼製品.預應力鋼.第3部分:鋼絞線
  11. In this paper, the three level fortification criterion, two stage design method and the elastic response spectrum theory are adopted, and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate. through gathering, analyzing and calculating a lot of bridge design materials, this paper induces a simple way to calculate the relative displacement of the beam and the pier, and then according to the current design method, it concludes a better design principle of the supporting length of the beams. at the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling - off prevention structures of highway bridges

    本論文採用三水準設防、兩階段設計方法、彈性反應譜計算理論，運用橋梁結構非線性地震響應分析程序nba （ theprogramofnonlinear ? aseismicanalysisforbeambridge ）進行計算；通過收集大量的實橋設計資料，經分析計算，歸納總結出計算上下部結構相對位移的簡便計算方法；並綜合國內外的經驗值，提出梁的支承長度se的設計原則；同時運用動力學突加荷載的原理，推導分析了預應力鋼絞線式（鋼棒連接式）落梁防止裝置設計承載力的計算方法和設計伸長量s _ f的取值；最後本文通過實橋計算，說明了落梁防止系統設計的方法。
  12. Combined with the full scale models tested in - situ of prestressed concrete penstock with double circle unbonded strands and single circle bonded strands of xiaolangdi multipurpose dam project of yellow river, the advantages and disadvantages of two different prestressed systems are analyzed, the concrete stress distributions of the prestressed concrete penstock are induced and summarized during the whole tensioning strands stage. the consistence among the test results, the theory calculating and the three dimensional finite element analysis is proved. therefore, the theoretical method of prestressed concrete penstock is feasible

    結合黃河小浪底水利樞紐工程在施工現場進行的採用雙層雙圈環形無粘結預應力鋼絞線和單圈有粘結預應力鋼絞線對排沙洞襯砌混凝土施加預應力的1 ： 1模型試驗，對比分析了兩種后張預應力施工體系的優劣，歸納總結了預應力筋束張拉過程中預應力混凝土壓力管道結構管壁混凝土的內力分佈規律，驗證了模型試驗實測數據、理論計算和三維有限元分析結果的一致性，確定了預應力混凝土壓力管道理論計算方法的可行性。
  13. Because of the former anchorage systems designed according to matching 1860mpa strength strands in the beginning of 90 ", they can not be suitable any more for the super strength strands with 2000mpa. therefore, some accidents occurred such as strands sliding and broken when tensioning. in addition, the advantages of the new materials as their high mechanics performance are not be used completely as the prestressing structures was designed as per the 1860mpa strands, which will result in the waste of materials, in view of the above - mentioned facts, by means of analyzing the development of anchorage systems home and abroad, in connection with the characteristics of the super strength strands ( 2000mpa ), this topic made a research on hvm15 anchorages by theoretical calculation and finite element analysis, and also on the manufacturing process and test

    隨著預應力技術的發展和冶金工業冶煉技術的不斷進步，預應力鋼絞線的強度不斷提高，由原來1470mpa提高到1860mpa ， 90年代末期已出現了2000mpa超高強鋼絞線，而原來的是在90年代初期按抗拉強度為1860mpa的鋼絞線標準設計的，因此，原有的錨具已不能適應現有超高強度2000mpa的鋼絞線強度要求，在工程中出現了斷絲滑移現象，同時，在使用和設計時仍按1860mpa鋼絞線的指標進行設計應用，沒能充分發揮材料的力學性能，造成材料浪費。
  14. Computation of stretching extension of post - tensioned prestressed strand

    后張法預應力鋼絞線張拉伸長值的計算
  15. Unbonded prestressing steel strand

    無粘結預應力鋼絞線
  16. Standard specification for filled epoxy - coated seven - wire prestressing steel strand

    填充式環氧樹脂塗層的7股預應力鋼絞線標準規范
  17. Accurate calculation and application of extension value for post - tensioned prestressing steel strand

    后張法預應力鋼絞線伸長值精確計算及工程應用
  18. In this paper, combined with an engineering example, the calculation procedure and theoretical foundation for the theoretic elongation of post - tensioned steel strand of parabola - shape has been given

    結合一工程實例，闡述了預應力鋼絞線理論伸長值的計算過程及理論依據。
  19. 3 - wire strands with tensile strength of 1570 mpa were collocated in the lower precast concrete slabs of superposed floor. the manner of reinforcement lap and other detailing were brought forward. plane dimensions of the tested floor are 9m and 12m, and height is 180mm

    本論文通過對前期試驗的分析總結，選用1570mpa的三股鋼絞線作預制底板的預應力鋼筋，提出了合理的板側橫向鋼筋搭接方式和其它構造措施，並按照現行規范設計並製作了試驗結構，樓蓋平面尺寸9 12m ，樓板厚度180mm 。
  20. We also supply different productions for you, such as the lines of producing spring wires, steel wire rope, pc wire, welding wire, stainless steel wire, steel strand and galvanized and electroplated wires etc

    我們也可為你提供不同的生產線，如彈簧鋼絲，鋼絲繩，預應力鋼絲，焊絲，不銹鋼絲，鋼絞線，熱鍍鋅及電鍍鋅鋼絲的各種生產線。
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