標樁工 的英文怎麼說

中文拼音 [biāozhuānggōng]
標樁工 英文
stake man
  • : Ⅰ名詞1 [書面語] (樹梢) treetop; the tip of a tree2 (枝節或表面) symptom; outside appearance; ...
  • : Ⅰ名詞(樁子) pile; pole; stake Ⅱ量詞(用於事情)
  • : Ⅰ名詞1 (工人和工人階級) worker; workman; the working class 2 (工作; 生產勞動) work; labour 3 ...
  1. This paper describes the principle and method for testing pile bottom force - hearing layer and pile body force - bearing declivity, deals with results of standard component test and inclined model pile test under the condition of inclination, and also gives some practical examples of engineeing application

    摘要闡述了底持力層與身傾斜度測試原理及方法,列舉了傾斜情況下的準件試驗及傾斜模型試驗結果與程應用實例。
  2. The rule of loads and settlement is concluded from numbers of settlement observation points ’ data. and in actual construction, this rule could be used to prevent immediate settlement under the accelerated load, and also, the serious result of the soil destruction could be avoided. at last, a proper method of settlement computing is derived from the identified rules, which can be used to guide the practical construction work, of course, meeting the compulsory standards of the settlement control well

    採用逆作法施,現實地解決了、土與筏板接觸面的變形協調關系;通過對、土受荷過程的實際測試,得出了、土分擔荷載比例和變化過程,從而為、土的荷載計算提供實際依據;從設置的大量沉降觀測點中所得到的沉降資料,得出荷載、沉降變化規律,從而指導在實際施中,防止加載過快而導致速沉,避免由此帶來的土體破壞的嚴重後果;通過沉降規律分析,得出了適用於軟土地區的基沉降計算方法,用於指導實際施,以滿足沉降控制的強制性準。
  3. The primary purpose of this paper is that gives a particular explanation of the work principle and construction technique for the dynamic consolidation method and ddm. it also provides the evaluating schemes for foundation consolidation. so we can get some useful methods for foundation consolidation in civil engineering

    文章的最終研究目是詳細說明強夯法和深層攪拌加固技術的作機理及施藝方法,並提出相應的地基加固評價選用方法,從而為程建設中進行地基處理提供方法和依據。
  4. Standard specification for high - strength low - alloy steel h - piles and sheet piling for use in marine environments

    在海洋環境中使用的高強度低合金字形鋼和鋼板準規范
  5. On the basis of all the above, associating with the practical engineering project of the surgery ward building of hospital xiehe of hust and taking the soil - pile - raft interaction into account, the finite element models based on kirchhoff ' s thin plate and reissner ' s moderately - thick plate theories are separately then the established 3 dimension solid finite element model as the verifying standard

    在此基礎上,結合華中科技大學附屬協和醫院外科病房大樓程,在考慮地基、和筏板的相互作用的情況下,以基於三維空間理論的實體有限單元模型為衡量準,對同一結構(筏板)分別用薄板和中厚板單元建立有限單元模型進行計算。
  6. The city engineer staked the new school site

    城市設計程師用木出了新學校校址。
  7. Abstract : the paper is based on the working particle for sever al bridges in the construction of w8 section of sheng - yan railway project. it sy stematicaly instructs the construction method of bore - hole filling pile in the rock area with under - earth mined - out layer

    文摘:筆者以神延鐵路w8段多座橋梁程實踐為基礎,系統介紹了有地下采空層的巖石地區鉆孔灌注的方法
  8. The technician keys the line to the physical first - down marker that game officials stake at the sideline for each series of downs

    球場作人員會為每一次的首攻在邊線立,技術人員便依此鍵入黃線資料,記錄實際的首攻記。
  9. The energy equilibrium analysis model is established in allusion to the unreasonable operating temperature, imperfect oil production process and lower energy utilizing rate in zhuangxi oil production station, the relative evaluation index and calculation method are given as well

    摘要針對西聯合站生產環節中的某些運行溫度不合理、生產藝不完善、能量利用率較低等現狀,建立了能量平衡分析模型,給出了相應的評價指和計算方法。
  10. 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對策研究和重慶輕軌大坪大斷面車站鄰近基礎淺埋暗挖法優化分析等諸多近接施問題案例的研究,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程近接施的分類、分區、分區指表達式、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。
  11. 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、預制預應力混凝土空心的成藝、填石壓漿混凝土的配合比設計原理及影響強度指的主要因素;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、黨灣澗河大橋程實踐,討論了填石壓漿混凝土空心基礎的質量檢測方法及準;並在此基礎上,深入分析了側、端承載能力,提出了填石壓漿混凝土空心的設計計算理論和方法。最後,論證了空心藝的可行性、適應性、經濟性,為大力推廣應用空心新技術提供了可靠的技術資料。
  12. Abstract : this article discusses the formation of the drilling rig platform, selection of the hole forming equipment and treatment of some incidents occurred during the construction of the bored pile foundation of the qi ? ao bridge in zhuhai under different geological conditions. it also studies such issues as the embedment of the steel casing and bottom elevation of the bored pile on the inclining rock and katarock

    文摘:筆者介紹了淇澳橋主橋鉆孔灌注中,在不同地質條件下,水上鉆機平臺的搭設、成孔設備的選型、事故的處理,並對鋼護筒的埋設及破碎帶傾斜巖面上鉆孔嵌巖面上鉆孔孔底高問題作了探討
  13. On the assumption that swc piling works will be carried out by drilling rigs mounted on barges with suitable mitigation such as silt curtains, the construction of the bridge will not cause any non - compliance with water quality objectives for deep bay ; and

    假設深港西部通道的打程將以裝于躉船的挖鉆機進行,並輔以適當的緩解措施,如設置淤泥網,興建大橋將不會導致水質不符合后海灣水質指的情況;及
  14. Abstract : artifical intelligence methods are implemented to simulate thebehaviors of axially and laterally loaded piles using the field observation tests data obtain ed f rom the drilled shafts and driven piles. the optimal neural network model is deve loped using only simple input data of spt - n values and piles ' geometrical featu r es etc. the analysis for r. c piles of some projects is performed adopting the bp n n and grnn models respectively, and the obtained predicated results are compared w ith the data from conventional design method. it demonstrated the obvious advanta ges of neural networks in the design of pile foundations over the traditional me thods. this paper has an important practical significance and a referential worth iness in the design of pile foundations

    文摘:根據鉆孔和打擊的原型試驗觀測的數據,運用人智慧方法對橫向承載和軸向承載作特性進行模擬,並利用準貫入試驗( spt - n )值和的幾何特性等簡單的輸入數據,開發出相應的優化神經網路模型;然後,運用反向傳播神經網路模型和廣義回歸神經網路模型分別對某程的鋼筋混凝土進行分析,並將求得的預測結果與常規設計法的結果進行比較,結果表明神經網路方法比傳統方法有明顯的優越性,在實際程設計中具有重要的參考價值和現實意義。
  15. It is stated clearly by researching, the cast - in - place pile must be constructed according to strict technological process on condition that pebble geological structure, and more important that the drilling technology and the reasonable property index of mud are chose correctly on the basis of the condition of pebble geological structure

    研究表明,江漢平原地區卵石地基條件下,鉆孔灌注必須要按嚴格的藝流程施,最重要的是根據卵石地基的地質情況,正確選擇鉆孔藝和合理的泥漿性能指
  16. According to the fact that the penetrate mechanism of static sounding penetration and static jacking pile is similar, we obtained the predict formula of the static jacked resistance of the precast piles after comparing several engineerings, and can use it in the construction of the precast piles

    本文主要依據靜力壓與靜力觸探貫入相似的機理提出用靜力觸探指預估壓阻力的計算公式,並用杭州粉砂土地區的幾個程實例作分析和驗證,為靜壓的設計和施提供了理論依據。
  17. The working state and deformation property of the structure of sheet - piled wharf renovated by the barrier pile project at berths 14, 15 of jingtang harbor were studied with centrifuge model tests

    摘要結合京唐港(上# ) 14 、 (上# ) 15泊位板碼頭升級改造程,運用離心模型試驗技術對採用遮簾方案進行改造的碼頭結構受力狀態和變形特點展開研究。
  18. The builders have pegged out the land for the hour, have you pegged out your claim yet

    建築人已經用木出了建造這座房子的地域界限,你提出你的要求了嗎?
  19. 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藝分析研究的基礎上,運用marc軟體,對豎向荷載作用下不同長、徑及周介質強度參數時空心的承載力性狀,以及水平向荷載及其組合荷載作用下空心的內力、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的剛性與柔性界定準。
  20. Through a lot of test pile material, this essay concludes the vertical bearing capacity calculation formula of man - made pile with bulb shaped base by strength theory and relative deformation as control criterion. the method of defining pedestal pile foundation deformation modulus is especially discussed in this article, and it takes the mindlin solution as the starting point using mathematics method to get the poisson ' s ratio ( u ) which is the factor influencing foundation soil deformation modulus, and a deformation modulus calculating equation is finally determined

    本文通過大量試資料和有限元計算分析,給出了以強度理論和相對變形為控制準的人挖孔擴底豎向承載力計算公式。其中特別論述了擴底地基變形模量的確定方法,並從mindlin解出發利用數學方法得出了影響地基土變形模量大小的因素?泊松比,初步確定了比較完善的變形模量計算公式。
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