鉆進工作量 的英文怎麼說

中文拼音 [zhēnjìngōngzuòliáng]
鉆進工作量 英文
amount of drilling
  • : 鉆Ⅰ名詞1. (打眼用的工具) drill; auger 2. (指鉆石) diamond; jewel Ⅱ動詞(用尖物在另一物體上轉動) drill; bore
  • : 進構詞成分。
  • : 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 ...
  • : 量動1. (度量) measure 2. (估量) estimate; size up
  1. On the basis of having refered larg number of abroad test - well data and having investigated same local test - well, this dissertation have designed the drill and petroleum extraction tools test - well whole scheme to fit the well drill and petroleum extraction busywork characteristic and the demand of technique store for the dagang oil - field

    本文是在行了大的國外試驗井資料查閱及國內試驗井調研的基礎上,根據大港油田業的特點和技術儲備的要求行了具試驗井總體方案的設計。
  2. By the check - out, inspection and measurement to start construction the industrial art to this test pile with the examination between stake body mass and bearing power, made sure the stroke reasonable operation method drilling under the dissolved cavern geology term ; the pier foundation loading test expressed the lading and rub the lading that resistance drag a glazing for of relation, and to the borehole cast - in - place concrete pile in the karst terrain deliver with break the mechanism, the characteristic of bearing power, proceeding the spot test job of the full of result ; the test data expresses the stake side friction resistance to rises with a bat batch terminal friction resistance very important function, the of tip of pile resistance drag occupies the proportion very few

    通過對本次試樁施藝的檢測和樁身質及承載力的檢驗,確定了沖擊在溶洞地質條件下的合理使用方法;基樁承載實驗表明了荷載與摩擦阻力之間的關系,並對巖溶地區的嵌巖灌注樁的荷載傳遞和破壞機理、承載力特性,行了富有成果的現場測試;試驗數據表明樁側摩阻和支盤端阻起很重要的用,樁端阻力所佔比例甚少。這與設計樁基時的計算模式相差很大,承載力也較設計增加;使用力學數值分析方法和有限單元法,對孔灌注樁樁端下的巖體強度和結構穩定性方面行模擬計算和定研究。
  3. Compared with the mud on wall form hole technology, clash stake technology or vibration sink pipe technology used in complex foundation stake forming, it has advantages of no vibration, no pollution, and no noise. in addition, since the concrete pressed into the drill stem sent vibration free concrete to the pump, so it is eas y to ensure the quality of the stake body. compared with the mud on wall and dry work form hole technology, the side obstruction and end obstruction of screw drill press concrete stake have all been accordingly improved, the weight bearing is better, and the transmutation of the complex foundation is less

    其中,螺旋孔壓灌混凝土成樁技術自研製以來,已在多項復合地基程中行了應用,較好地解決了軟弱地層成孔困難的問題,適應地質條件范圍廣,成樁速度較快,期短、效高;與復合地基成樁時的泥漿護壁成孔藝、振沖樁藝或振動沉管藝施比較,具有無振動、無污染、無噪音的優點;另外,壓入桿內的混凝土為泵送免振混凝土,因此樁體質易於保證;與泥漿護壁和干業成孔藝相比,螺旋孔壓灌混凝土成樁的側阻和端阻都有相應的提高,樁的承載性能較好,復合地基的變形較小。
  4. It ' s reflected in four aspects : teaching target, teaching resources, teaching tactics and teaching assessment. the determination of teaching contents is the emphasis, and the teaching contents is determined by teaching target ; the collection of material ( teaching resources ) is the difficulty - compose a script after making a careful study of the teaching material, then collect the material according to the script ; teaching tactics are embodied by the determination of information form and by the way in which the contents accord with the form so as to get the best result in teaching ; making teaching assessment guarantees the quality of the software. in the early making period, the original model method of system engineering is adopted to produce small experimental courseware and a further revision and improvement are made in consultation with some experts. also an agreement on the demand of the software system is reached. in the later making period, the software is appraised by experts from its stability, serviceability reasonableness of construction, and the scientific nature of contents, then it is put into use as an experiment. finally those who use it are required to fill the teaching feedback table

    教學設計理論是靈魂,它貫穿于整個軟體編制過程,從四個方面來體現:教學目標、教學資源、教學策略、教學評價。教學內容的確定是重點,根據教學目標來確定教學內容;素材的收集(教學資源)是難點,在研教材的基礎上撰寫腳本,根據腳本去收集素材;教學策略體現在信息形式的確定,以及如何使內容與形式協調一致,達到教學最優化的效果;而行教學評價是本軟體質的保證,在軟體的製的初期,採用系統程論的原型模型法,開發出實驗性小課件,在徵求專家的意見的基礎上一步修改、完善、確認軟體系統的需求併到達一致的理解,在軟體製的後期,再請專家從軟體的穩定性、可操性、結構的合理性、內容的科學性等方面行鑒定,最後將軟體實驗性投入使用,再讓實驗對象填寫教學反饋信息表。
  5. Based on the description on the construction technology of the continuous flight auger ( cfa ) pile, the quality advantage, material requirement, construction condition of the pile is introduced, and then the causation of the quality defect and its control measure are presented herein ; from which the processes of both the construction and the quality control are analyzed as well

    摘要基於對長螺旋孔混凝土壓注樁施藝的論述,介紹了該類型樁的質優點、材料要求、業條件以及常見質缺陷的原因及控制措施,對其施及質控制過程行了分析。
  6. It includes the establishment of the collaborative system, the research of the work mode of the group and the relevant technology that support group works, the development of the application system etc. by establish collaboration circumstance, ameliorate the manner by which people exchange their information, we can clear up the obstacle which generated because of the distance of the time and the space, and so we can save the time and energy of the workers, and improve the result and the efficiency

    它包括協同系統的建立、群體方式研究和支持群體的相關技術研究、應用系統的開發等部分。通過建立協同的環境,改善人們行信息交流的方式,消除或減少人們在時間和空間上的相互分隔的障礙,從而節省人員的時間和精力,提高群體和效率。海洋石油開發生產調度是一項非常復雜的系統程,需要綜合處理水文氣象、地理環境、海上井平臺現場設備監控等諸多方面的信息。
  7. In this section the author analyses the rules of the pile ultimate tip resistance and the shaft friction resistance distribution and their exertion of cast - in - place socketed piles instrumented with strainometers in soft muddy rock. the second aspect of the paper is the analysis on the current rock pile vertical bearing capacity in the four standards gb50007 - 2002, tb 10002. 5 - 99, jtj024 - 85 and jgj94 - 94, then the design method with correlated formula of socketed piles in xigeda - mudstone is given. at the end of this paper, based on the research of pressure grouting technique in recent years, and combined with in - site test result, this paper puts forward the design and calculation method to grouted pile in xigeda - mudstone and the principle of choosing grouting parameters, which provid es experiences for applying this technique and further studying

    本論文結合省級科研項目「西攀高速公路昔格達組泥巖層中孔樁提高承載力的研究」 ,所做的研究主要在以下三個方面:一是根據8根樁身內埋設測元件試樁的單樁豎向靜載荷試驗資料,分析了各試驗樁特別是常規沖孔灌注嵌巖樁在昔格達泥巖中的軸向力、側摩阻和樁端阻力的分佈和發揮規律;二是在討論現行規范對嵌巖樁承載力的計算公式的基礎上,探討了在昔格達泥巖層中的沖孔灌注嵌巖樁的側摩阻和端阻的計算方法,並推薦了相應的計算公式;最後,在吸取近年來對灌注樁后注漿技術研究成果的基礎上,結合現場試驗研究結果,分析了該項技術在昔格達巖層中的應用效果,提出了相應的參數選取,從而為壓力灌漿技術的程應用和一步研究提供經驗,並為今後在該地層中合理選用樁型以及指導施提供了依據。
  8. Optimum design for construction management by limiting the period of survey, drilling, loading and exploding, ventilating and transporting is intensively studied and the applicability of boosting the speed of construction by well organization of space, manpower and machine is fully illustrated

    論文重點闡述了通過縮短測劃線、眼、裝藥爆破、通風排煙、裝碴運輸業時間,達到快速施組織設計優化的目的,說明了採用爆法施充分利用隧道空間,合理配備人力、機械,隧道開挖施度得到提高的可行性。
  9. It is imperative to analyze drilling workload and drilling speed not only from technical angle but also from economic angle

    摘要井速度分析,不僅要從技術角度考慮,而且要從經濟角度行分析。
  10. In this paper, the structure and working principle of the system is studied, the principle of straight measured parameters, the mathematics model of the derived parameters and the discrimination of drilling states, as well as the principle of the hardware system designing are analyzed. also, the principle of long - distance data transmission is discussed ; meanwhile this system adopts gprs technology to transmit the datum of the drilling place. the software architecture, data flow, and the function model of the drilling states monitoring system are presented

    論文首先對系統的結構和原理行了研究,分析了直測參數測原理、派生參數和況識別的數學模型及硬體系統設計原理,並對遠程數據通信原理行了研究,系統首次採用gprs技術井現場數據的遠程傳送;其次討論了現場監測系統的軟體體系結構、數據流程及功能模塊的設計;然後研究了異地監視系統的軟體體系結構,分析了幾種數據通信方法,並對解決系統實時性和生成歷史曲線的關鍵技術行了深入的研究,最後對異地監視系統的功能模型行了介紹。
  11. The engineering drilling machine of kp2500 type is a species of full hydraulic pressure rotating plate - drilling machine developed by our company newly, this drill adopts full hydraulic pressure drive, con stant power variable loop, wheel cylinder startup and electrohydraulic multiple operation, the drill can adjust torque according to stratum situation and reduce pressure to deep drilling automatically

    Kp2500型機是我公司最新研製的一種全液壓轉盤式機,該機採用全液壓驅動,恆功率變迴路,分泵起動,電液復合操機能夠根據地層情況調整扭矩和減壓自動
  12. - - - - - paper gets a resolution under the basic of synthetically analyse. this paper is not perfect because the collection of original data is too hard and there are few enterprises in china carrying stock option incentive system. author gets the resolution through a lots of reference books and cases, at the same time, there are also some math instruments as statistics

    但在研究過程中,者通過查閱大的國內外參考書籍,綜合了幾十個案例的成敗得失,同時運用統計學、投資學等數學具,刻苦研,基本實現了企業應用股票期權行激勵的系統性解決方案,使論文具有較高的理論水平和較強的實踐指導性,論文的主要創新之處是:形成了較為系統的企業股票期權激勵理論和實踐指導體系。
  13. The paper deals with the load distribution law and the development of side resistance and end resistance of single bored pile in loess under vertical load through a great number of tests in field on single pile employing some advanced equipments such as sliding micrometers. some examples are given to demonstrate the application of these laws into optimization design of piles

    本文通過大的單樁現場試驗,利用瑞士滑動測微等先測試手段,分析和研究了黃土地基中孔灌注樁單樁在豎向荷載用下側阻力和端阻力的發揮特徵及荷載分佈規律,並用實例說明了如何利用這些規律程優化設計。
  14. A large quantity of information of geology, test, well logging and earthquake has been well used. basing on comprehensive study and moving analysis, the really geological pattern is selected and the hydro - dynamical field is described using mathematics. and then the hydrodynamic is used to clue, the mathematical model on hydrodynamic fitting to wuerxun and beier depression has been set up

    研究中,在正確分析海拉爾盆地水動力背景的前提下,充分利用已有的地質、井、測井、測試及地震資料,立足於綜合研究和動態分析,通過大基礎地質,選擇正確的地質模型,對地下水動力場行數學描述,以水動力為主線,建立了適合該地區的數學模型:地層埋藏史、古流體壓力孕育史等。
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