type of pile 中文意思是什麼
type of pile
解釋
樁的形式-
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。 -
This paper describes the structural type and characteristics of double - pile floating energy dissipating installation, principle of energy absorption during vessel ' s berthing, scope of adaptability and main points of design, which may serve as a reference for design of large - tonnage floating wharves
摘要介紹雙樁浮式消能設施的結構型式及特點，船舶靠泊吸能原理、適用范圍以及設計要點等，可供大噸位浮碼頭的設計借鑒。 -
Following the conventional structural design philosophy, the pile structure of weizhou 11 - 1 platform usually use the type of main pile
按照常規工程結構設計思路，潿洲11 - 1油田這樣規模的淺水平臺樁基結構，通常採用主樁結構型式。 -
At first, based on the results of field pile tests, conclusions are made that the resistance of expanded branches or plates behaves mainly as end - bearing force, and this new type of pile can be classified as multi - end - bearing piles with friction
首先，通過現場試驗結果，深入分析了擠擴支盤樁單樁的荷載傳遞機理，指出擠擴支盤樁的支盤阻力主要體現端承力的性質，並將擠擴支盤樁定性為摩擦多支點端承樁。 -
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。 -
Thaw settlement cause negative friction. this paper base on the thought of " initiative cooling ", aim at three problems existing in common concrete pile used in frozen soil, a new type of pile is proposed to overcome the disadvantages of the classical pile used in frozen soil. pile body within active layer is fluted and refilled with porous materials such as gravels and ballasts, convection will be occur and then thermal exchange inside porous material in winter while only heat conduction exists in summer, as a result the soil around flutings will be cooled, so the top line of permafrost will be drive up
本文基於「主動冷卻」地基的思想，以及針對凍土地區普通混凝土樁存在的三大問題，提出了一種新型樁的設計思路，運用數值模擬試驗手段對其冷卻機理與加固機理進行了系統研究，即在凍融活動層的深度范圍內，在混凝土樁身的表面刻槽，修築完時槽內填充碎石、塊石等多孔介質，通過外界大氣溫度的自然波動下多孔介質在冬季時存在的對流換熱機制，而在夏季只存在熱傳導，來達到主動冷卻樁周凍土和抬升凍土上限的目的。 -
The results of this paper may be referred to the design and engineering application of this new type of pile
本文結論對擴底后注漿樁這種新樁型的設計和工程應用具有參考價值。 -
The pile analysis method includes elastic method, simplified model method, and shearing deformed method. of course, as one type of numerical method, finite element method is used more than boundary element method
具體分析方法包括彈性理論法、簡化模型法、數值分析方法。模型簡化法包括荷載傳遞法和剪切變形法。 -
To have a further study of the new type soft subgrade reinforcing system of geocell reinforced gravel mattress and gravel pile composite foundation of its mechanism of load capacity and settlement development, three comparative model tests were designed and carried out under the direction of similarity theory and similarity criterions deduced through dimension analysis method
摘要為深入研究土工格室碎石墊層碎石樁復合地基這一新型多元復合地基加固體系的承載力和沉降變形機理，應用量綱分析法推導了土工格室碎石墊層碎石樁復合地基模型試驗的相似準則，根據相似理論設計和完成了3組具有可比性的模型試驗，獲得大量荷載沉降、樁土應力比和應力分佈數據。 -
The static loading test for three group of testing piles of jiading power plant secend stage project are analyzed and studied in this thesis, and the practical applying of high - accurate data collector, technique of waterproof insulation and testing technique of burying in the body of pile are introduced also. the vertical and horizontal loading features of three group of piles of different kind and constructing technique in different earth layer at the pile point are analyzed and compared and summed up with basic integro - differential equation calculating the pile earth system load transmit, transforming principle of stress - deforming and pile body rating of burying electric measuring element. changing law of stress, and changing law of pile body shifting and bending for different testing piles under vertical and horizontal load are showed so that the loading features of soil layer and pile at testing spot, reliable design data for pile type and base for scientific construction technique are provided
本文僅就嘉定電廠二期工程中的三根試驗樁的靜載試驗進行了分析和研究，利用樁土體系荷載傳遞分析計算的基本微分方程及應力-應變轉換原理，結合預埋電測元件的樁身率定，對三組不同種類、不同施工工藝、不同持力層中的樁的豎直、水平承載特性進行了分析、比較和歸納，通過大量、全面的實測數據，經過整理、轉換和推演，揭示了不同試驗樁在豎直、水平荷載作用下的應力變化規律和樁身變位、撓曲變化規律，最終提供試驗場地土層和樁的承載特性，為該工程合理設計樁型提供了可靠的設計參數，為確定科學的施工工藝提供了有力的依據。 -
The emphasis is given on the studying of the horizontal displacement on the retaining structure consist of piles and anchors, which is a frequent type of retaining structure. it is founded that the rigidity of anchors and magnitude of pre - stress are the main factors which influence the deformation of retaining structures. the optimal design method on pile - anchor systems is presented
樁錨支護是一種常見的基坑支護模式，本文以樁錨支護結構水平位移為重點，對支護結構剛度、支撐剛度與預應力、支護樁入土深度等對樁頂水平位移的影響進行了分析，指出在樁錨支護體系中，錨桿支撐剛度及預應力對基坑變形的影響最為明顯，並通過工程實例加以驗證。 -
According to the feature of adamicearth, s engineering geology and calculation of engineering design, the chief problems about traditional calculation method in the earth pressure are studied refering to cantilever - type retaining pile in excavation engineering, and the calculation methods and specific advices are posed
摘要根據紅粘土工程地質的特點及工程設計計算，針對基坑工程中懸臂支護樁採用傳統計算方法在土壓力計算方面所存在的主要問題進行分析研究，並提出了具體處理意見和計算方法。 -
Large diameter prestressed concrete tubular pile is one of the new type of pile foundation structure developed in the period of sixth five - years plan, the category and specifications of this kind of concrete tubular pile improved continually from the only one al type to a, b, c three category including seven types with the development of harbor industry, and applied in more than forty large scale harbor and bridge projects. the advantages of this product such as better structure performance, lower investment and higher construction speed were fully embodied in such projects
大直徑預應力混凝土管樁是我國從「六五」期間開始的新的樁基結構形式，隨著港口事業的發展，大直徑預應力混凝土管樁的品種與規格不斷得到拓展，從原來的單一的a1型樁發展到a 、 b 、 c三類7種規格的系列產品，在全國四十多座大型碼頭和橋梁工程中得到應用，充分體現了大管樁這一產品結構性能好，投資省，速度快的優勢。 -
Moreover, the experimental formula of the hearing capacity of the new type of pile is discussed and presented, it will be a theoretic reference to use this new type of pile in engineering
此外，對擠擴支盤樁的承載力公式進行討論並提出建議，對該新型樁在工程上的應用提供了理論依據和參考。 -
Nowadays, super - long and large - diameter bored piles are widely used in high - rise buildings and bridges with super - long spans, but man ’ s acquaintance with the mechanism of load transfer about this type of piles is slight. the theory is lagged behind the practice. its design method is according to that of common pile yet
目前，大直徑超長灌注樁已成為超高建築及大跨橋梁的一種常用樁型，然而人們對此種樁的荷載傳遞機理還不十分清楚，超長樁的理論還遠落後于實踐，此類特殊樁仍按一般樁樁基理論設計。 -
Drilled grouting pile is one of the widely used type of the deep foundation
鉆孔灌注樁是一種應用最廣泛的深基礎形式。 -
Study on the type of pile structures for weizhou 11 - 1 oilfield platform
1平臺樁基結構型式研究 -
Thin - wall cast - in - situ tubular pile is a new type of high quality pile, which has been applied in soft ground treatment
摘要大直徑現澆混凝土薄壁筒樁為高速公路軟弱地基處理中的一種新型高效優質樁。 -
Type of cut pile
割絨種類 -
The cast - in - situ pile with expanded - base and post - pressure grouting is a new type of pile foundation developed from normal cast - in - site pile, in which the construction techniques of expanded - base and post - pressure grouting are combined
擴底后注漿灌注樁是在普通灌注樁基礎上通過擴底和后注漿兩種施工工藝結合所衍生出來的一種新樁型。
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