filling pile 中文意思是什麼

filling pile 解釋
灌注椿
  • filling : n. 1. 裝滿,填裝;填補。2. 填料;填土。3. (糕點內的)餡。4. (織品的)緯紗,漿料。
  • pile : n 1 軟毛,絨毛;毛茸。2 (布、絨的)軟面。vt 使起絨。adj d 有絨毛的。n 痔瘡;〈pl 〉痔。 blind pi...
  1. Abstract : by using engineering example this paper briefly introduces the application and constrction method of ferroconcrete filling pile in the transformation of old buildings

    文摘:以工程實例簡要介紹了鋼筋砼灌注樁在舊樓改造中的應用及具體施工方法。
  2. The major diameter filling pile drilling machine of qj250 - 1 type applies to major diameter bridge pier hole of various geologic conditions such as ravelly ground, clay loam layer, sandy gravel, breaking layer and lithosphere as well as other various major diameter pore forming construction

    1型大直徑灌注樁鉆孔機適用於鬆散地層、粘泥層、砂礫層、破碎層和巖石層等多種地質條件的大直徑橋樁孔,以及其它各種大直徑成孔施工。
  3. In which, it gives inquiring of the construction of deep - water foundations and the usage of floating crane. the construction program of bridge pier foundation will be fixed according to the water depth. if the water depth is less than 4m, pier foundation will adopt the method of building island by earth filling ; if the water depth is more than 4m and there is over burden at river bed, at the same time, it has sufficient bearing capacity to load steel pipe pile, the steel pipe pile platform will be adopted

    其中,對深水基礎的施工及浮吊的使用進行了探討,根據水深確定橋墩基礎的施工方法,對水深不超過四米的橋墩基礎,採用填土築島的方法:對水深大於四米,河床有覆蓋層,且能保證鋼管樁具有足夠的承載力的橋墩,採用鋼管樁平臺;對主河道上河床沒有覆蓋層,鋼管樁無法插打的橋墩,採用浮式平臺。
  4. 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
  5. Prevention of quality accident for drill hole filling pile in sand soil foundation

    砂土地基鉆孔灌注樁質量事故預防
  6. Abstract : the paper is based on the working particle for sever al bridges in the construction of w8 section of sheng - yan railway project. it sy stematicaly instructs the construction method of bore - hole filling pile in the rock area with under - earth mined - out layer

    文摘:筆者以神延鐵路w8標段多座橋梁工程實踐為基礎,系統介紹了有地下采空層的巖石地區鉆孔灌注樁施工的方法
  7. Three kinds of springs were used to imitate different lateral stiffness of soft ground, and special drawers with sliding path were modeled as lateral displacement pile of embankment during its filling periods, with the function of reinforced - mat considered. on the basis of the data of tests designed by thogonal table l9 ( 34 ), three kinds of ( factor, depth of layer, loading ) state matrixes are obtained which could be used for procedure analysis by making use of the principle of information matrix conformation

    用彈簧模擬土體的側向剛度,用可滑動的特殊抽屜模擬軟基填築路堤坡腳的邊樁,並基於對邊樁側向位移速率影響程度室內模型試驗測試數據,利用信息矩陣構造原理,構造了總攬全局的、可用於過程分析的三種(因素、層位和荷載)狀態矩陣。
  8. Construction and quality control of drilling hole with rectangle filling pile

    機挖成孔矩形灌注樁的施工與質控
  9. The filling pile drilling machine of kp2000 type applies to pore forming construction of various architectural base and shallow well with heavy caliber, vertical well of small coal mine, defense engineering bore using and other drilling projects

    Kp2000型灌注樁鉆孔機適用於各種建築基礎成孔施工以及大口徑淺水井、小煤礦豎井、國防工程用孔等鉆孔工程。
  10. Construction technique of ultra - deep bored filling pile with large diameter

    超深大直徑鉆孔灌注樁施工技術
  11. Construction of manual hole digging pile in sea - filling area with hydraulic fill sand

    吹砂填海地質人工挖孔樁施工
  12. Quality control of the reinforced concrete drill filling pile construction

    鋼筋混凝土鉆孔灌注樁施工的質量控制
  13. Reinforced concrete drilled filling pile is the widely employed bridge foundation in langfang city, by the statistics of bridge foundation now, about 80 % bridges have this foundation form. however, the construction quality is poor

    鋼筋混凝土鉆孔灌注樁在我市是應用范圍最廣的橋梁基礎形式,通過對既有橋梁基礎調查,鉆孔灌注樁約占所有橋梁的80左右,但是樁基的工程質量卻令人擔憂。
  14. The paper draws some valuable conclusions : the limited bearing capacity of manual excavation filling pile is much higher than the limited bearing capacity of machine drilled filling pile ; through grouting injection around the pile shaft, the pile bearing capacity can be effectively improved ; proportion of resistance force around the pile side in total load is much larger than that of pressure on the pile tip, and the intensity of resistance force around the pile side is 30 - 50kpa on average

    得出一些有價值的結論:人工挖孔灌注樁的極限承載力明顯高於鉆孔灌注樁的極限承載力;地下水位對樁基承載力有顯著影響;利用樁側注漿可有效提高樁的承載力;樁側摩阻力所佔總荷載的比例遠大於樁底壓力,樁側土的摩阻強度平均值為30 50kpa 。
  15. Therefore, tension tests of geogrids, pull - out tests between geogrids and expansive soils or sands, the related geotechical tests of soil " s properties, and model tests of soft ground improvement, were carried out for obtaining the engineering properties, quality index of geogrids, interaction parameters of friction characteristics between reinforcement and soils, and the affecting degree of factors influencing the lateral displacement ( pile ) rate during the construction of embankment filling with ( residual ) settlement considered restrictively

    本文以國內外大量研究成果為基礎,集中力量開展控制變形的特種土作填料的物理改良技術和加筋墊層在控制沉降軟基處理的作用研究,其核心是筋土界面相互作用關系。為此,進行了為確定土工格柵工程特性和尋找質量控制指標的拉伸試驗、筋土界面設計參數合理獲取的拉拔試驗及其配套土工試驗、軟基上路堤填築過程中坡腳的側向位移及其速率的影響因素的室內模擬試驗。
  16. The related problems design of pile foundation of construction, in the filling soil field with slope on natural slope, were been analyzed. the theory formula were been put and successfully applied to the pile foundation conputation and design of the bank house in the new town. it may be used to design for pile foundation in similar field and foundation of construction

    根據填土場地的實際情況,首先對山區斜坡上的鎮土邊坡邊緣附近,建築物樁基礎設計計算的有關問題進行了分析,建立了相關的計算式,然後以某水電站庫區移民新集鎮信用社綜合樓樁基礎設計計算為例,闡述了其應用效果。
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