pile caps 中文意思是什麼

pile caps 解釋
承臺（樁帽）
  • 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...
  • caps : 丙磺酸
  1. Corbels, deep beams and pile caps are included basically in non - flexural elements, the calculative theory of which is relatively complicated, and its calculative method of which is not consistent

    短牛腿與深梁、樁帽基本上屬于非受彎構件，其計算理論相對復雜、計算方法也不盡一致。
  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. Specification for design of reinforced concrete pile caps

    鋼筋混凝土承臺設計規程
  4. Cracking loads of sfrc tree - pile caps and their calculation

    鋼纖維混凝土三樁厚承臺開裂荷載計算
  5. With the increase of the pile quantity of wharfs, the dimension of pile caps and the depth - span ratio of beams increase gradually

    摘要港口碼頭基樁數量的越來越多，導致了高樁碼頭中樁帽尺寸和梁的高跨比逐漸加大。
  6. A comparative study of design methods for reinforced concrete pile caps

    鋼筋混凝土樁承臺設計方法比較研究
  7. The stability of elevated pile caps is an issue deserving concern either in the design procedures or at construction stages

    摘要高樁承臺的穩定，在設計與施工過程中是值得關注的。
  8. With reference to the practical design of a bridge, the stability and ultimate carrying capacity of the elevated pile caps of the bridge are computed by numerical method known as elasto - plastic finite element analysis

    結合某橋設計實踐，按彈塑性有限元方法，對高樁承臺的穩定性進行了分析，解算了結構的極限承載力。
  9. The construction technique in question is applicable to the river reach where water current directions and water levels are varying and to the construction of bored piles and elevated pile caps for deep water foundations of major bridges over river and sea in the offshore area

    本項新技術可運用於水流方向多變、水位變化大的河段及近海跨江跨海特大型橋梁深水基礎鉆孔樁及高樁承臺施工。
  10. In order to reveal load mechanism and failure mode of thick pile caps, by means of the test of 1 / 4 - scale models of thick pile caps with six piles and post - handling study of 3 - dimensional non - linear finite element adina, this paper points out the shortage, which is that the design of pile caps is carried out by flexural strength in chinese technical code for building pile foundations jgj94 - 94 and american reinforcement concrete building construction code aci318 - 02, promulgates that the failure mode of thick pile caps is punching failure and load transfer mechanism is the strut - and - tie, which is that zones of concrete with primarily unidirectional compressive stresses are modeled by compress struts, while tension ties are used to model longitudinal reinforcement over pile

    摘要為揭示厚承臺的傳力機理和破壞形式，通過對4個1 : 5比例的六樁厚承臺的模型試驗研究與三維非線性有限元adina的后處理研究，指出中國建築樁基技術規范jgj94 - 94與美國鋼筋砼房屋建築規范aci318 - 02規范中，承臺以彎曲強度進行配筋計算的設計方法之不足，揭示出厚承臺的破壞模式是沖切破壞，傳力機理是以帶有主要單向壓應力的砼區域作斜壓桿，樁頂區域的縱筋作拉桿的空間桁架。
  11. Application of steel casing as formwork for construction of pile caps for sea crossing bridge of contract in hangzhou bay

    在杭州灣大橋樁基礎施工測量中應用
  12. Study on the mechanic performance for middle pile of steel fiber reinforced concrete five pile caps

    鋼纖維混凝土五樁承臺中間樁受力研究
  13. 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。
  14. Test research on high performance concrete of pile caps in hangzhou bay sea - crossing bridge

    杭州灣跨海大橋承臺高性能混凝土的試驗研究
  15. General view - inter - tidal zone pile caps piers construction

    淺灘區的樁帽及橋墩建造
  16. Main parameters affecting bearing capacity of sfrc four - pile caps

    鋼纖維混凝土四樁厚承臺主要參量對承載能力的影響
  17. According to the test results of 15 large size specimens of sfrc four - pile caps, crack status, the midpoint flexibility of pile caps bottom, concrete strain side and steel strain bottom are observed, and primary influencing factors of sfrc four - pile caps are analyzed by changing bulk factor, effective thickness, quantity of distributed steel and steel laying mode

    依據15個大尺度鋼纖維混凝土四樁承臺試件的試驗情況，通過改變鋼纖維體積率、承臺有效厚度、配筋量及配筋方式，觀察和記錄了樁承臺裂縫開展與分佈、承臺底部中點撓度、側邊混凝土應變和底部受拉鋼筋應變，分析了影響鋼纖維混凝土四樁承臺承載能力的主要參量。
  18. Abstract : according to the test results of 15 large size specimens of sfrc four - pile caps, crack status, the midpoint flexibility of pile caps bottom, concrete strain side and steel strain bottom are observed, and primary influencing factors of sfrc four - pile caps are analyzed by changing bulk factor, effective thickness, quantity of distributed steel and steel laying mode

    文摘:依據15個大尺度鋼纖維混凝土四樁承臺試件的試驗情況，通過改變鋼纖維體積率、承臺有效厚度、配筋量及配筋方式，觀察和記錄了樁承臺裂縫開展與分佈、承臺底部中點撓度、側邊混凝土應變和底部受拉鋼筋應變，分析了影響鋼纖維混凝土四樁承臺承載能力的主要參量。
  19. Design and construction of steel boxed cofferdams for pile caps of hangzhou bay sea - crossing bridge in tidal - flat area on south bank

    杭州灣跨海大橋南灘塗區承臺鋼吊箱圍堰設計與施工
  20. In view of the problems of complex construction procedures, odious working conditions, complicated sea conditions and difficulty in construction the cast - in - situ pile caps for an offshore large oil terminal in beibuwan gulf, the paper lays emphasis on the solutions to the method and technology of construction, control points and some other technical issues for the construction of the pile caps

    摘要針對北部灣地區外海大型油碼頭海上現澆墩臺施工工序多、工作環境惡劣、海況復雜、施工難度大等問題，重點論述了墩臺施工方案、施工工藝、控制要點和一些技術難題的解決辦法。
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