混凝土樁基礎 的英文怎麼說

中文拼音 [húnníngtǔzhuāngjīchǔ]
混凝土樁基礎 英文
concrete pile foundation
  • 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
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  • 礎 : 名詞（墊在房屋柱子底下的石頭） plinth
  • 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...
  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. The foundation for an earth - fill dam would be the natural soil or rock on which the dam is placed. concrete footings or piles and pile caps are often referred to as foundations without including the soil or rock on which or in which they are placed

    一）關于支持基礎結構影響土壤. （三）關于基礎結構支持關巖. （二）結構得到一堆地基樁，使樁可安裝在土壤和終止一切小費支持是從土壤中，也可以安裝，使復蓋巖小費.結合混凝土地基土壤和巖石上的地基或支持
  3. With the retrospection of the developing course of the bored pile foundation and combining with my practical experience, the paper expatiates upon the design principle of percent of fit of the stone - fill grouted concrete and the main factors of the influence strength target, and the final pile technique introduction of the hollow pile of the stone - fill grouted concrete and the precast prestressed concrete ; baesd on the theory of slurry hydraulics, empirical calculation formulas of the radis and height of diffuse slurry are deduced in this paper ; it analyzes the test pile materials of the hollow pile foundation, such as luoyang yi river bridge and dangwang jian river bridge ; the new technique of the hollow pile, which provides the generalization and application with base materials, expounds its feasibilities, adaptabilities and economy

    本文通過綜合分析國內外鉆孔樁基礎的發展歷程及研究現狀，重點討論了填石壓漿混凝土空心樁、預制預應力混凝土空心樁的成樁工藝、填石壓漿混凝土的配合比設計原理及影響強度指標的主要因素；根據泥漿水力學原理，導得了考慮各種因素的水泥漿液在預填骨料中的流動影響半徑和上升高度；結合河南省洛陽伊河大橋、黨灣澗河大橋工程實踐，討論了填石壓漿混凝土空心樁基礎的質量檢測方法及標準；並在此基礎上，深入分析了樁側、樁端承載能力，提出了填石壓漿混凝土空心樁的設計計算理論和方法。最後，論證了空心樁新工藝的可行性、適應性、經濟性，為大力推廣應用空心樁新技術提供了可靠的技術資料。
  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. Based on the screw drill press concrete stake technology, via the practical application of this technology in complex foundation form stake, this thesis goes deeply into the screw drill press concrete stake equipment and technology parameter in complex foundation, the weight bearing of the formed stake, the factors that affect the stake quality, and its practical application in the project and its social and economic benefits

    本次研究是在螺旋鉆孔壓灌混凝土成樁技術的基礎上，通過該技術在復合地基成樁中的具體應用，對復合地基中螺旋鉆孔壓灌混凝土樁的成樁設備及工藝參數、成樁后樁體的承載性狀、影響成樁質量的因素及該技術在工程中的具體應用和社會經濟效益等問題進行了研究。
  6. On the base the damage models of concrete and analysis methods of horizontal loading capacity of pile are introduced. using the method mentioned above thin - wall cylinder piles of the out - gate the engineering in east punan shanghai are analyzed, and comparing with testing results it is prove that calculation results are reasonable

    在此基礎上引入了混凝土的損傷模型，提出了樁的水平承載力的分析方法，並利用該方法對上海浦南東片出海閘導流堤採用的薄壁筒樁進行了水平變力逐步加載分析，並與試驗結果進行比較，驗證了分析結果的合理性。
  7. Based on the conclusion of foundation treatments of native and abroad, this paper raises a new technology - - pile of crushed stone filled with cement slurry

    本文在總結國內外地基處理技術的基礎上，提出了一種新的地基處理技術? ?無砂混凝土小樁。
  8. Through searching on the technical property of such pile, taking two foundation treatments as project background which are soft foundation treatment of wuhan dongxihu segment of the jingzhu freeway in hubei province and bridge foot protection at hebi xingfu eservoir in henan province, this paper carries out test study on active mechanism of crushed stone pile filled with cement slurry and its application in dealing with high earth filled soft ground and bridge foot protection

    通過對無砂混凝土小樁技術特點的探討，以湖北京珠高速公路武漢東西湖段軟基處理和河南省鶴壁市幸福水庫公路橋梁基礎加固為工程背景，就無砂混凝土小樁的作用機理及其處理高填方軟基和橋梁基礎加固等方面展開試驗研究。
  9. The achievement of this paper verifies that after - treatment technology with such pile has the functions of drainage solidification, cementing, vertical strengthen and change, which applies a new way to dealing with soft ground in freeway and other hostile foundation especially with bridge foot protection and flop at bridgehead

    本文研究證明，無砂混凝土小樁后處理技術具有排水固結、膠結、豎向增強、置換等綜合作用，為高速公路軟基及其它不良地基特別是橋梁基礎加固以及橋頭跳車處理等提供了一條新的途徑。
  10. The analysis results will offer a base studying a cap suffering from punching and shearing and for computing reinforcing quantity

    分析結果為進一步研究鋼纖維混凝土四樁承臺的抗沖切、抗剪切及配筋計算提供了試驗基礎。
  11. Combined with the key scientific research project of henan provincial department of communications in 1998 : the research and application of the stone - fill grouted concrete in the bridge foundation engineering, construction technics and design theory of stone - fill grouted concrete construction in hollow pile was deeply studied in this paper

    本文結合河南省交通廳重點項目「填石壓漿混凝土在橋梁基礎工程中的研究與應用」以及交通部空心樁新工藝研究項目，對填石壓漿混凝土空心樁的施工工藝及其設計理論開展深入、系統的研究，具有重要的工程實際意義和顯著的社會經濟效益。
  12. On the basis of construction technique of large diameter bored hollow pile of prestressing force concrete, through the program of marc, this paper analyses the pile vertical bearing capacity under different lengths, diameters and strength parameters of mediators as well as the inner force and displacement under lateral and combined loads, giving the criterion of rigid pile and flexible pile. with elastic theory, the paper establishes the inner force calculating formula under eccentric load. this research findings will set a firm theoretical foundation for its widely application

    本文在對大直徑鉆埋預應力混凝土空心樁施工工藝分析研究的基礎上，運用marc軟體，對豎向荷載作用下不同樁長、樁徑及樁周介質強度參數時空心樁的承載力性狀，以及水平向荷載及其組合荷載作用下空心樁的內力、位移變化規律進行了模擬分析，提出了大直徑鉆埋預應力混凝土空心樁的剛性與柔性界定標準。
  13. On the basis of construction technique of large diameter bored hollow pile of prestressing force concrete, through simulation test, this paper simulates the interaction of pile with side mediator and pile with end mediator respectively under different conditions of injected cement paste, analyses the changing regularity of ultimate skin friction in different depths and different mediators, and also studies the changing regularity of end resistance in different end mediators

    本文在對大直徑鉆埋預應力混凝土空心樁的施工工藝分析研究的基礎上，通過室內模擬試驗，分別模擬樁與樁側、樁端介質不同注漿情況下的相互作用性狀，分析了樁側介質變化時不同深度處樁側極限摩阻力的變化規律和樁端介質變化時樁端承載力的變化規律。
  14. Precast reinforced concrete piles

    深基礎鋼筋混凝土預制樁
  15. The failure models of the pile foundation of the girder flume in the li river are analyzed, the corresponding functional functions are established, and the reliability index of a single concrete pile is calculated

    摘要分析了澧河段梁式渡槽樁基礎的破壞模式，建立了相應的功能函數，計算得出混凝土單樁的可靠指標。
  16. 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。
  17. Its main span, which is 60m long, is made up of prestressed concrete continuous beam. the fourth pier, one of the main piers, adopts the compound foundation constituted with double - siding steel cofferdam and drilled shafts which stands on the deep - water and slopping river bed where geological condition is very complex, so the cofferdam has the trend of slippage

    渝懷鐵路第20標段阿蓬江大橋全長343 . 06m ，主跨為60m的預應力混凝土連續梁， 4 #墩是其一個主墩，基礎採用雙壁鋼圍堰與鉆孔樁相結合的復合基礎。
  18. Secondly, considering the complexity of the analysis of inclined - loading pile, nonlinear finite element method is adopted to calculate the internal force and displacement of pile group under inclined loads, with the concept of equivalent width presented to simplify 3d problems into 2d problems. and a program is developed as well, which is able to consider the continuity, elastic - plasticity and layered characteristic of soil around the pile shaft. besides, the interactions among pile, base slab and soil are considered in this program and contact surface element is used to simulate slipping and crazing between pile and soil, or between base slab and soil under loads. then, the non - tension analysis is proposed, to reflect the low - tensile property of soil and concrete

    在此基礎上，針對傾斜荷載下群樁基礎分析中的復雜性，提出採用非線性有限元對傾斜荷載下群樁的內力及位移進行分析，應用樁的等效寬度概念將空間問題簡化為平面問題考慮，並開發出能考慮樁周土介質連續性、彈塑性、分層性等因素的傾斜荷載下群樁內力及位移分析的計算機程序，並在程序中考慮了樁、土、承臺的相互作用，提出了採用接觸面單元來考慮荷載作用下樁與土體及承臺與土體間的滑移、開裂；並在此基礎上，提出了傾斜荷載下群樁基礎的「無拉力」分析方法，可有效地反映土體及混凝土材料的低抗拉特性。
  19. Cast - in - situ piles with expanded branches or plates based on common concrete bored piles are a new type of piles foundation, which have been marked economic and social benefits

    擠擴支盤樁是在普通混凝土鉆孔灌注樁的基礎上衍生出來的一種新型的樁基礎，具有顯著的經濟效益和社會效益。
  20. 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。
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