pile works 中文意思是什麼

pile works 解釋
打樁工程
  • 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...
  • works : 的印表機描述格式
  1. A good many case of approaching excavation are studied in this article, such as the study of infection of be coal mining to the huayingshan tunnel, technology study of strucked tunnels of metro in shenzhen, countermeasure study of tunnel approaching pile foundation of metro in guangzhou, excavation methods optimized of large cross section subaqueous tunnel approaching pile foundation of lrt in chongqing, etc. on the basic of analysing and concluding relative study production all over the the world by the numbers, classification of approaching excavation, partition of approach zone, formula of partition of approaching zone, approach degree and countermeasure grade of generalized approaching excavation of underground works are put forward. general methods studying and trea

    本文結合作者多年來對華鎣山隧道減少壓煤量研究、深圳地鐵重疊隧道第11頁西南交通大學博士研究主學位論文技術研究、廣州地鐵公紀區間廣紡聯段鄰樁施工對策研究和重慶輕軌大坪大斷面車站鄰近基礎淺埋暗挖工法優化分析等諸多近接施工問題案例的研究，在系統分析和歸納總結國內外相關研究成果的基礎上，系統地提出了廣義的地下工程近接施工的分類、分區、分區指標表達式、近接度與對策等級概念以及分區、分度準則，給出了研究和解決近接施工問題的普遍方法，如數值分析先行，模型試驗、現場測試驗證等。
  2. Currently, the company has 6 relevant enterprises : wuhan huawei construction pile driving machinery corporation, wuhan huazhuang construction pile driving research institute, wuhan huawei heavy - duty hydraulic oil cylinder corporation, wuhan huazhuang steel structure corporation, zhejiang huzhou construction pile driving machinery works and wuhan huawei foundation construction engineering department

    公司現有六個相關企業：武漢華威建築樁工機械有限責任公司、武漢華樁建築樁工技術研究所、武漢華威重型液壓油缸有限責任公司、武漢華樁鋼結構有限責任公司、浙江湖州建築樁工機械廠及武漢華威基礎施工工程部。
  3. According to the documentation collected from domestic and abroad wang wei dong who works in huadong architect and structure institute utilizes the similar work property between the underground continuous wall and pile subjected the vertical loads, and introduces poulos method of elasticity and plastic which applies to pile foundation into the calculation for subsidence of underground continuous wall. pujialiu and yu yuzhou from water and electronic engineering of qinghua university, according to the result of three axes, define the concrete parameter utilize the model of non - linear e - b combined with the design cross section of dam in xiaolangdi, yellow river accept the total stress programme of thepd dam, and we analyze the stress and displacement of plastic concrete diaphragm wall by finite element method in comparison with the result of common concrete one. at same time, we consider the effect of the character of plastic concrete diaphragm wall which is composed of different gradients and adopting the level of stress and pulling stress infers whether the plastic concrete diaphragm wall is safe or not

    地下連續墻是一種歷史較短的施工方法，目前，砼防滲墻的設計還是以傳統的設計方法為主，根據查找國內外文獻資料，華東建築設計院王衛東利用地下連續墻與樁在豎向荷載作用下的工作性能有相似性，將適用於樁基的poulos彈性理論引入對地下連續墻的沉降計算中；清華大學水利水電工程系濮家騮、于玉貞根據三軸試驗結果確定混凝土的參數，利用非線性e - b模型，結合黃河小浪底土石壩設計剖面，採用thepd土石壩總應力程序，對深覆蓋層塑性混凝土防滲墻的應力、位移進行有限元分析，並與普通混凝土防滲墻計算結果加以對比，同時分析了不同配比塑性混凝土特性的影響，並採用應力水平和拉應力數值來判斷塑性混凝土防滲墻的安全程度。
  4. Works are accomplished as follows in this paper : firstly, according to the real condition of the fourth pier, through analysis of several generally - used anti - slipping schemes, new method has been put forward to substitute anchored column pile with the foundation of drilled shafts so as to prevent cofferdam from slipping

    為此本文主要做了以下工作：首先根據4 #墩基礎的具體條件，通過對現有常用的幾種抗滑方案的綜合比較分析，提出了以工程本身的鉆孔樁基礎代替錨固柱樁防止鋼圍堰滑移的方案。
  5. 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。
  6. The works included 24 bored piles of 2. 5 meters in diameter and 55 meters in depth, 500 meters long underground concrete diaphragm wall of 0. 8 meters thick and 25 meters deep, 450 pre - cast concrete pile of 0. 5 meters in diameter, 12 meters deep soil excavation with multi - layer post - tensioning shoring system, reinforced concrete pile caps and basement slabs

    其工程內容包括了24支直徑2 . 5米，深達55米直入巖層的鉆孔樁，周長500米，深度25米，厚度0 . 8米的地下連續混凝土墻， 450支直徑0 . 5米預制混凝土樁， 12米深開挖，多層水平鋼支撐系統，混凝土樁承臺及地庫底板結構。
  7. Hi spite of twenty years " usage in engineering, anchor jacked pile bases on no compellent theory. this paper works primarily in the following aspects : 1. introduction of anchor jacked pile as a new technique, few people realize it. this paper will introduce anchor jacked pile about its history, strongpoint, construction course, research status quo and some existent problems

    對錨桿靜壓樁作一個介紹錨桿靜壓樁作為一種新技術，目前還有很多人不是很了解，該部分對錨桿靜壓樁的發展歷史、自身優點、施工過程、適用范圍、研究現狀以及存在的一些問題作了粗略的介紹。
  8. The main original works include : firstly, in the chapter of the mechanism of single pile squeezing against soil, the cavity expansion theory is discussed, and pile settlement in saturated clay in wenzhou is also analysed emphatically, the effect of squeezing against soil due to vertical soil yield is described

    主要內容包括：首先，在單樁擠土機理分析中，討論了圓孔擴張理論，並對溫州地區飽和粘土地基中擠土樁施工作了相應的分析。
  9. The piled raft foundation belongs to large spacing pile foundation. each pile works similarly as single pile

    沉降控制復合樁基中各單樁為摩擦樁，樁距較大，因此它的工作性狀與單樁比較接近。
  10. 3. interpret the contents both on the pile and difference in precious mirror of the four elements ( si yuan yu jian ) and the arithmetical triangle in treat on the arithmetical triangle ( traite du triangle arithmetique ). both works are the much earlier books study the combinatorial identities in system

    三、用現代組合符號解釋了中國朱世傑的《四元玉鑒》中垛積招差部分和帕斯卡的《論算術三角形》內容，指出這兩部著作是東、西方對組合恆等式研究的較早的系統論著。
  11. The pile foundation is not recommended in the port works design manual for supporting the cwps or seawalls

    -海港工程設計手冊並不建議採用樁柱地基來支承冷卻用水抽水站或海堤。
  12. According the data of actual project and integrating the approximately earth pressure of loess area, this thesis compile a series of lanzhou loess area support program with c + + and the method of criterion. analyzed and calculated many actual projects with the program, monitoring the procedure and collecting the data in some works to perfect the program and work hard to make it to sale. according cantilever supporting pile, one - anchored supporting pile and soil nails support of loess area, this thesis select the best support method and structure form

    本文從實際工程出發，根據規范中的極限荷載設計法結合黃土地區深基坑的近似實際土壓力分佈情況，用c + +語言編制一套適合蘭州地區黃土深基坑支護的計算機輔助設計程序，用本程序分析計算了多個實際工程，並在這些實際工程的基坑開挖過程中實行信息監測，收集有關數據以回歸檢驗研究成果以及完善這套程序，使其能真正的應用到實際工程，并力爭使其商品化。
  13. And the clear and complete calculation methods of the piles in soft - rock in the standards have not yet been found. on the basis of testing study on bearing properties of bored pile in xigeda - mudstone in xichang - panzhihua expressway project, this paper works in three aspects

    對以該泥巖層為持力層的嵌巖灌注樁基礎未見專門研究文獻，現行各規范對極軟巖中的樁基亦沒有明確完整的計算方法。
  14. Main tower - pile cap construction steel reinforcement fixing works in progress

    主塔樁帽-鋼筋扎置工序
  15. Contract procedures for building works - part c : general technical specifications in building works ; pile driving

    建築工程承包條例.第c部分:建築工程通用技術規范.打
  16. Chiseling off for segmental tunneling for metro works through the pile foundation

    地鐵盾構隧道穿越樁基的鑿除技術
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