main pile 中文意思是什麼

main pile 解釋
主樁
  • main : adj 1 主要的，主，全，總。2 充分的，盡量的；全力的，有力的。n 1 體力，氣力；力〈僅用於 with might...
  • 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. Landslide is a geological hazard with serious losses. it is very important to research the controling methods. slide - resistant pile, which has many advantages such as high adaptability, little interference to landslide and geological environment, short construction time, high silde resistance, is a main method to control landslide. pneumatic down - the - hole hammer is a drilling method with many advantages. its features, such as wide application range, high hole quality, no circulating medium, low operation regulations, and drilling big diameter rock hole, fit to construct slide - resistant pile. according to the requirement of silde - resistant pile construction, this paper analyses feasibility that pneumatic dth hammer drilling applies to construct slide - resistant pile on the basis of introducing the features of pneumatic dth hammer. then an applied example is given

    滑坡是一種危害極大的地質災害，它的整治方法研究具有重要意義.抗滑樁是一種適應性強、對滑坡穩定性和地質環境干擾小、工期短、抗滑能力強的滑坡整治方法.風動潛孔錘鉆進是一種具有許多優點的鉆進方法，它的許多特點，如成孔質量高、應用范圍廣、無液體循環介質、鉆進規程參數小、可實現大直徑基巖鉆孔等都適合於抗滑樁施工.文章在介紹風動潛孔錘鉆進特點的基礎上，根據抗滑樁施工要求，分析了風動潛孔錘用於抗滑樁施工的可行性，並舉出了其應用實例
  2. The paper can concern the soil ' s instantaneous fallout, soil ' s main settlement due to concretion, and the coactions of soil and pile by applying the contact surface to simulate the coactions. the paper can analyze the service behavior of reuniting foundation and the effect of the pile ' s intensity, length and distance. the paper is concerned with the stressing of pile and the arrangement of pile for the smaller cost to fit the subsidence of throughway

    通過有限元計算，分析了復合地基樁土工作性狀，分析了樁的剛度，長度，樁距對地基沉降及超孔隙水壓力的影響，並根據復合地基中樁的受力特點，提出合理的樁的布置方式，在滿足高速公路路面沉降要求的前提下，節省工程投資，加快建設進度。
  3. The main products are of four big series, which are all kinds of single - face flannelette and double - faces flannelette, upright pile, knitted cloth curtain, table cover, and sofa decorative cloth, and big jacquard blanket, and of more than tens kinds. the company also has all kinds of knitting great - circle looms, all kinds of tricot machines, and sewing equipments. the products not only win the approval of numerous clients in the domestic country, but also are far sold to foreign countries, those are each country of south - east asia, united states, canada, japan, australia, etc, which deeply find favor in clients eyes

    主要產品有各類單雙面絨搖粒絨經編布窗簾臺布紗發裝飾布和床上用品等四大系列，數十余種品種，公司還擁有各類生產專用針織大圓機各類經編機縫紉設備，產品不僅在國內贏得了廣大客戶的認可，還遠銷東南亞各國和美國加拿大日本澳大利亞等國家，深受客戶的青睞。
  4. The main original work is as the followings : 1. longitudinal vibration of an integral pile in an uniform soil with end bearing boundary or elastic bottom boundary undergoing vertical harmonic load is theoretically investigated

    主要工作如下： 1 、分別對均質土中完整端承樁和彈性支承樁在垂直諧和激振力作用下的縱向振動特性進行了研究。
  5. 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。
  6. In accordance with the construction of xi ' ning - huangyuan first class highway and machangyuan - ping ' an high - speed highway, based on a good deal of investigation, this paper studies the geologic character and the main physical mechanics of the collapsibility loess in qinghai. this paper also studies the foundation treatment effect with dynamic consolidation, impact rolling, lime pile and lime - soil cushion. to dynamic consolidation, much attention is given to the relationship between the ramming energy and the effective depth

    本文結合西湟一級公路、馬平高速公路建設，對青海地區濕陷性黃土進行了大量勘探調查，總結研究了青海地區濕陷性黃土的地質結構特點、主要的物理力學性質及其規律；並通過現場試驗，系統地研究了強夯、沖擊碾壓、灰土擠密樁和灰土換填等地基處理方法的施工工藝及處理效果。
  7. Moreover, the main components of h mineral admixture is procured from industry waste, and its " production procedure is simple, so its " production cost is very low. the most tightness pile up theory and rheology is successfully applied in the designation of self - compacting concrete, and the factors such as sand rate, aggregate grading, paste content and mineral admixtures are been studied. under the guidance of mix design theory and on the basis of mass experiments, c20 - c80 high performance self - compacting concrete is been produced

    將最緊密堆積原理和流變學原理相結合，運用於免振搗混凝土配合比設計之中，系統地研究了砂率、集料級配、水泥漿量、礦物摻合料等因素對免振搗混凝土物理力學性能、工作性能、耐久性能的影響，成功配製出從c20 - c80及以上強度等級的高性能免振搗混凝土。
  8. 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。
  9. By means of the numerical simulation and considering many factors synthetically such as steel weight of the platform structure, the construction program, investment costs and geotechnical risk, the contrastive analysis has been made to the types of the platform structures with skirt piles and main pile, and finally it is determined in use skirt piles for weizhou 11 - 1 platform

    通過數值模擬計算，綜合考慮平臺結構用鋼量、施工方案、投資費用和工程地質風險等多種因素，對平臺採用裙樁結構型式和主樁結構型式兩種方案進行了對比分析，最終確定潿洲11 - 1平臺採用裙樁結構型式。
  10. The collapsible loess is often met during the construction of the high - grade highway in the loess area, and the main failure is the uneven subsidence of the roadbed and the culvert, which affects the safe usage of the roadbed and the culvert, etc. directed against this, based on the chankou - lanzhou freeway construction, the paper analyzes the application of the composite ground formed by lime - soil pile under the bridge and designs the project, discusses the rules of the contact pressure, the stress ratio of the pile and the soil, compares the p - s curves of one pile, the composite ground formed by one pile and the composite ground formed by two piles based on the in - situ plate loading test, evaluates the bearing capacity of the composite ground of the project

    黃土地區的高等級公路建設中經常遇到濕陷性黃土問題，其病害類型主要是地基土受水浸濕后引起路基、橋臺、涵洞等的不均勻沉降，直接影響路基、構造物等的正常使用。針對此問題，本文依託甘肅讒口至蘭州柳溝河高速公路建設工程，對橋基灰土樁復合地基應用的可行性進行了深入分析，根據具體工程進行了合理的設計與計算，並配合現場靜載荷試驗及壓力盒實測數據，探討了基底應力分佈規律，樁土應力比，變形模量的變化關系，對比分析了單樁、單樁復合和雙樁復合的p ? s關系，對橋基灰土樁復合地基承載力進行了整體評價。
  11. To counter the main reasons of piles ' displacement and inclination, i. e., 1 ) greater lodging after removal of pile cap ; 2 ) inclination of pile frame ; 3 ) driving into ballast course ; 4 ) obvious rolling of excavated mud surface, a set of effective measures dealing with deviation of marine driving are offered

    針對其中影響樁跑位和樁傾斜的主要原因，即： 1 ）起帽后樁倒伏大； 2 ）樁架不垂直； 3 ）碎石層上沉樁； 4 ）挖泥泥面起伏大，總結出一套控制水上沉樁偏位行之有效的方法。
  12. Main tower - pile cap construction - stainless rebar tt layer - couplers for walls of main pylon

    主塔樁帽-鋼筋tt層及供連接主塔韁墻壁內之鋼筋的聯接器
  13. Construction of cofferdam for bearing platform and steel sheet pile of main piers of huangzhou bridge

    黃洲大橋主墩承臺鋼板樁圍堰施工
  14. Based on these solutions, a parametric study is conducted to determine the main features of the soil - pile system vibration, and the special influence of viscous damping of soil layer around pile is discussed

    基於所得解對樁土動力耦合作用的內在機理、粘彈性土層動力反應特性進行了分析，並重點討論了樁側土不同形式材料阻尼對樁頂動力響應的影響。
  15. 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。
  16. Founded in 1998, wuhan huawei corporation is a modern and excellent high - tech private - owned enterprise with strong technical strength, strict management system and advanced inspection and testing system. with the construction pile driving machinery, steel structure, and heavy - duty hydraulic cylinder as its main business, it concentrates upon the invention, design, manufacture and foundation construction

    武漢華威公司創辦於1998年，是一家技術力量雄厚、管理制度嚴謹、檢測系統先進，以建築樁工機械、鋼結構、重型液壓油缸為主業，集發明、設計、製造生產、基礎施工於一體的現代化優秀高科技民營企業。
  17. In the light of the low - lying pile cap foundations designed for main piers no. 2 and no. 3 of tianluo bridge on wenzhou - fuzhou railway. this paper describes the ways to resolve the construction problems of the foundations in deep water in sea and at seabed that is steep and without overburden, using the construction techniques of underwater rock blasting, steel cofferdam floating, positioning, bottom sealing and manual pile digging

    摘要針對溫福鐵路田螺大橋2號、 3號主墩設計上採用低樁承臺基礎情況，介紹運用水下巖石爆破，浮運鋼圍堰就位、封底、人工挖孔樁等施工技術解決海上深水、河床陡峭且無覆蓋層的基礎施工難題。
  18. Our company main business lines have, pile toy, pendant, cloth art cloth, voice control, cd make the products, such as toy, etc.

    本公司主要業務有，毛絨玩具掛件布藝布料聲控cd包玩具等產品。
  19. It is expounded that the main points of design, construction characteristics and precautions of a phc pipe pile when it is used for a site of backfilled stone layer, according to the design of phc pipe piles for an industrial mill building, which may be a reference for the same trade

    摘要結合某工業廠房的phc管樁設計，闡述了在有填石層特定場地條件下的設計要點，施工工藝特點和注意事項，可供同行借鑒參考。
  20. The earthquake load of its main pile was reduced by over 80 percent. the second sample is a railway simple - beam bridge. the earthquake load of its main pile was reduced by over 50 percent

    實例分析表明：設計的鉛芯橡膠支座具有明顯的減震效果，在連續梁橋中，制動墩的減震率達80以上；簡支梁橋中，減震率達50以上。
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