竣工結論 的英文怎麼說

中文拼音 [jùngōngjiēlún]
竣工結論 英文
as-built conclusion
  • 竣 : 動詞（完畢） complete; finish
  • 工 : 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 ...
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 論 : 論名詞（記錄孔子及其門徒的言行的「論語」） the analects of confucius
  • 竣工 : （of a project） be completed
  • 結論 : 1 [邏輯學] （從推理的前提中推出來的判斷） conclusion （of a syllogism）2 （最後的論斷） conclusio...
  1. The author considers as follows : ( 1 ) we should understand how to define the price of architecture products the cost of engineering and the price of engineering, we should compare the connotations of plan price, float price and market price, we should clarify how engineering cost and architecture installation engineering cost are formed and what is the difference between balance price and final accounts price ; ( 2 ) through analyzing and comparing the account bases and composing contents of enterprise individual production cost and social average production cost, analyzing from the design mechanism ' s function of auction and bid and the purpose of actualizing auction and bid, we can confirm that the foundation that the titles are weeded when judged is enterprise individual production cost, not social average production cost ; ( 3 ) the author considers there is diverge between shop drawing budget based on ration and auction and bid, carrying out bill quantity of construction works can advance the formation of cons truction - product market price, also is the outset and integrant route to close international, but though code of valuation with bill quantity of construction works has a lot of advantage to advance the form of architecture market price, we also see it has lack and it should be amended

    針對以上問題，筆者認為：應該了解建築產品價格與工程造價、工程價格是如何界定的、比較建築產品的計劃價格、浮動價格與市場價格的含義，搞清楚工程造價的構成和建築安裝工程費用的構成以及竣工結算價格與決算價格的區別；通過分析、比較建築產品的「社會平均生產成本」和「企業個別生產成本」的計算依據和構成內容，從招標投標的設計機制的功能和實施招投標的目的來分析，確認在評標中剔除低於成本價標書的依據是投標企業的個別生產成本，而不是社會平均生產成本；筆者認為以定額為計價依據的施工圖預算方法與招標投標之間存在悖論，工程量清單計價的推行是對建築產品市場價格形成改革的推進，也是建築產品價格形成方式與國際接軌的開端與必經之路，但是也必須認識到雖然《建設工程工程量清單計價規范》具有推進建築市場價格形成的諸多優勢，但仍存在不足與需要完善的地方。
  2. Firstly, the process on setting up cost plan is discussed in details after comparing the main existed cost code system, the paper then presents project disjoint and code system, which is needed for the programmer. secondly, based on the theory of dynamic control theory, the meaning of five steps for cost control is analyzed as well as the points to pay attention to in respective steps. thirdly, the author researches the fidic < construction constract condiction > ( 1st edition, 1999 ), and then conclude all kinds of usual styles about payment and clearing on medium and final term

    本文結合工程實踐詳盡地討論了投資計劃的編制過程，揭示了投資控制五環節的內涵，並依據動態控制理論指出在各環節實施中應注意的問題；在深入研究國際咨詢工程師聯合會（ fidic ）出版的《施工合同條件》 （ 99第一版）的基礎上，總結歸納了中期價款結算的各種常用方式以及竣工結算，並對動態結算方法進行了細致剖析；以上述理論探討為基礎，本文最後提出了工程項目結算與支付管理系統軟體的功能設計和具體開發過程。
  3. The author designed, made, processed and tested to the plexiglass model and the bridge. then author calculated and analyzed the results, as a result of the computer programs bsas, sap, qjx and nastran. the author researched the force characteristics and structural behavior of large - span prestressed concrete bridges with continuous rigid frame structure, used the advanced theory and technology, materials, arts and crafts to resolve the practical matters in design and construction, to optimize structure, and to provide credible technical data for the design and construction and maintenance of bridges

    本文以吉林省九站松花江特大橋為研究對象，通過有機玻璃模型的設計製作及加工和試驗，以及對已竣工通車的實橋荷載試驗，利用計算機程序bsas 、 sap 、 qjx及nastran等程序進行理論計算和綜合對比分析，探討大跨徑預應力砼連續剛構橋的力學特點和使用性能，運用先進的理論、技術、材料、工藝等來解決設計和施工中存在的實際問題，優化結構，並為橋梁的設計、施工及使用維護等提供可靠的技術資料。
  4. This thesis gets forecasting ground settlement of sk3 + 355 section of shenzhen metro da ~ ke running tunnel after it is completed 6 months, also gets forecasting ground settlement of sk3 + 395 section after it is completed 15 months. finally, the model test data are compared with the site measurement data

    本論文通過多個模型試驗的研究，得到了深圳地鐵大~科區間里程sk3 + 355斷面在隧道竣工后6個月內地表固結沉降的預測值，也得到了sk3 + 395斷面三孔三線隧道施工引起的沉降和隧道竣工后15個月內地表固結沉降的預測值。
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