混凝土灌注樁 的英文怎麼說

中文拼音 [húnníngtǔguànzhùzhuāng]
混凝土灌注樁 英文
bored concrete pile
  • 混 : 混形容詞1. （渾濁） muddy; turbid2. （糊塗; 不明事理） foolish; stupid
  • 凝 : 動詞1. （凝結） congeal; curdle; coagulate 2. （注意力集中） fix
  • 灌 : Ⅰ動詞1 （輸水澆土） irrigate 2 （倒進去; 注入） pour in; fill 3 （飲酒; 勉強他人飲酒） drink wine...
  • 注 : Ⅰ動詞1 （灌入） pour; irrigate 2 （集中） concentrate on; fix on; focus on 3 （用文字來解釋字句）...
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  • 混凝土 : concrete; beton; jetereting混凝土壩 concrete dam; 混凝土板 concrete slab; 混凝土標號 concrete gra...
  • 灌注 : pour into; priming; flood灌注機 bottler placer
  1. Cast - in - place piles with expanded branches or plates based on common concrete bored piles are a new type of piles foundation which have the specialty of high vertically bearing capacity and have been marked both economic and social benefits. especially in the resist draw load, it indicates a broader application scope. however, because of the poor application of cast - in - place piles in the practices, almost all the experiments are based on modeling experiments

    擠擴支盤混凝土灌注樁是近年來工程界有較強生命力的新樁型，該樁型是採用仿生學的方法在原有等截面混凝土灌注樁的基礎上研發成功的，其顯著的特點就是具有較高的單方混凝土承載能力，具有良好的社會與經濟效益。
  2. Reinforced concrete cover removal of filling pile by static breaking agent

    利用靜態破碎劑拆除灌注樁鋼筋混凝土蓋帽
  3. The same type of cement - soil mixing pile with concrete core, concrete pile and cement - soil pile that means they have the same pile length and pile diameter is deeply analyzed by finite element program. we get the q - s curve, the axis force of pile body curve, the stress of pile curve and the side and the end sharing load ratio of the pile curve by finite element program. with the help of the finite element program, the paper finds the relations between the pile ' s parameter and its bearing capacity and load transferring properties

    利用有限元計算分析了同比（樁長相同、樁徑相同）水泥土組合樁、水泥土攪拌樁和混凝土鉆孔灌注樁，得到了它們的荷載沉降曲線、樁身應力曲線、樁身軸力曲線、樁側樁端分擔荷載曲線等，通過這些曲線對它們的荷載傳遞規律以及變形特性進行了深入的分析。
  4. The technological control of underwater concrete grouting of pile foundation

    樁基礎水下混凝土灌注的技術控制
  5. By analyzing the several finished bridge projects, if the hollow pile foundation is adopted, we can economize subaqueous concrete consumption more than 40 per cents ; if the gr outed new technique of pile surroundings and pile toe is adopted, we can increase the load capacity 30 per cents than that of the replacement pile, and economize 20 per cents of the cost. it will show great and obvious economic and social benefits

    已建多座橋梁工程採用樁周、樁底壓漿新工藝的比較分析表明，該工藝可使水下混凝土的用量節省40以上，且比傳統的鉆孔灌注樁可提高承載力30以上；節約造價20以上，具有顯著的經濟效益和社會效益。
  6. The maximum water - tight grade can be up to p40

    適用於薄壁結構和灌注樁混凝土施工。
  7. In the mean time, i discusses the technology of drill - grouting pile foundation, especially in the technology of drilling works, steel works and concrete works, etc. at last, i put forward the methods in dealing with the common accidents

    同時，本文詳細探討了巖溶地區鉆孔灌注樁施工技術，特別是對其成孔工藝、鋼筋工程、混凝土工程等進行了重點分析，並提出了針對其常見質量事故的處理方法。
  8. The paper introduces large - scale fem software, algor, by which the auther can build model of hanging box of high pile cap, and simulates accurately three loadcases, which include loadcase behind enclosed concrete, loadcase behind empty water in hanging box, and loadcase behind high pile cap construction. the auther calculates tensor and displacement of hanging box weir when loads exert panels, supports, suspenders, top beams, base beams of hanging box weir. at the same time the auther carrys out th e stability analysis, besides, educes calculational and analytical data, which are tally with construction result in the main

    論文介紹大型通用有限元計算軟體algor ，並用軟體建立大遼河特大橋高樁承臺吊箱圍堰的全結構模型，相對準確地模擬灌注封底混凝土后、抽除吊箱內河水后、承臺破冰體施工后等三種受力工況，並用模型進行了應力和變形的計算，計算各工況荷載作用於吊箱全結構箱體板面、內支撐、吊桿、懸吊頂梁、底梁等的應力和變形，並對比吊箱圍堰板面計算變形和施工實測變形，結果是吻合的；對大遼河特大橋高樁承臺輕型吊箱的穩定性進行了計算分析；論文研究工作表明，應用組合有限元方法計算大型施工結構問題具有現實意義。
  9. From the point of kinematics and dynamics, the author analyses the propagation rules of stress waves in concrete, namely time - space relations, wave amplitude attenuation, dispersion effect and characteristics of transmission of reflected waves and acoustic waves. combining with engineering practices, the author also concluded the main points of low strain detection of integrity of longdiameter underwater cast - in - situ piles, and pointed out that comprehensive and relational utilization of reflected waves method and acoustic wave transmission method can accurately evaluated the integrity of pile shaft and then improve the reliability of detection. 6figs., 3refs

    從運動學和動力學角度，分析應力波在混凝土中的傳播規律：時空關系、波幅衰減、頻散作用以及反射波與聲波透射的特點，結合工程實踐，總結大直徑水下灌注樁低應變檢測的工作要點，指出綜合、合理運用反射波法與聲波透射法，可以較準確地評價樁身完整性，提高檢測結果的可靠性.圖6 ，參3
  10. Discussion about the quality control of bored concrete pile

    如何進行混凝土灌注樁質量監理
  11. Prevention measures for quality on spiral excavation drilled - pouring pile

    旋挖鉆孔混凝土灌注樁常見質量問題防治措施
  12. Design and application of concrete grout pile with extrusion and ex tension supporting tray

    擠擴支盤混凝土灌注樁的設計與應用
  13. Application analysis of ultrasonic inspecting technique for the integrnty of piling foundation

    跨孔超聲波在混凝土灌注樁質量檢測中的應用
  14. Abstract : the paper puts forward a strengthening plan of defective cast in - place short pile through quality accident analysis. the properties of no shrinkage and high mobility concrete, and its aplication for short pile strength are discussed. result for strengthening is ascertained by measuring. an effective method is given for this case

    文摘:本文就缺陷性鉆孔灌注短樁基礎進行了質量事故分析，提出了加固方案，評述了無收縮高流態混凝土的性能及其在加固中的應用，並對加固的效果進行了檢測，為特定條件下的類似短樁的加固處理提供了實例。
  15. Problems paled in setting accounts of project price

    超流態管注混凝土壓灌樁應用及注意問題
  16. Main tower - pile cap construction concrete mixer trucks delivery with flat top barge

    平面墩船運送混凝土車往主塔樁帽灌注現場
  17. Hammer not only the single pile hammer with hard combinations precast concrete plant pipe pile, steel sheet pile, the pile

    該錘不僅可單錘與樁架組合打植混凝土預制管樁、方樁、鋼板樁、灌注樁。
  18. Main tower - pile cap construction concrete pouring - the 2nd day

    主塔樁帽-混凝土灌注中第二天
  19. Main tower - pile cap construction concrete pouring - the 1st day

    主塔樁帽-混凝土灌注中第一天
  20. Thirty roots of precast reinforced concrete piles and bored and cast - in - place piles in xi ' an had been trained with this model, and nine roots o f precast reinforced concrete piles and eight roots of cast - in - place piles had been predicted by simulating. when contrasted and analyzed the predicting result and actual numerical value, the error is always less than 20 % ( mostly within 15 % ), which has achieved a better result

    利用該模型對西安地區鋼筋混凝土預制樁、鉆孔灌注樁各30根作為樣本進行了訓練，並分別對9根鋼筋混凝土預制樁和8根鉆孔灌注樁進行了模擬預測，將預測結果與實測值進行了對比分析，其誤差都在20以內（大部分在15以內） ，取得了較好的結果。
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