施工進度表 的英文怎麼說

中文拼音 [shīgōngjìndùbiǎo]
施工進度表 英文
construction schedule
  • 施 : Ⅰ動詞1 （實行; 施展） execute; carry out 2 （給予） exert; impose 3 （施捨） give; hand out; best...
  • 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 ...
  • 進 : 進構詞成分。
  • 度 : 度動詞[書面語] （推測; 估計） surmise; estimate
  • 表 : Ⅰ名詞1 （外面;外表） outside; surface; external 2 （中表親戚） the relationship between the child...
  • 施工 : be in the process of construction; be under construction; build; construction
  • 進度 : 1. （工作進行的速度） rate of progress; rate of advance 2. （工作進行的計劃） planned speed; schedule
  1. 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

    通過對本次試樁施工工藝的檢測和樁身質量及承載力的檢驗，確定了沖擊鉆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，進行了富有成果的現場測試工作；試驗數據表明樁側摩阻和支盤端阻起很重要的作用，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，對鉆孔灌注樁樁端下的巖體強度和結構穩定性方面進行模擬計算和定量研究。
  2. Chair regularly scheduled project team meetings for all projects, prepare and track meeting minutes and action item lists, identify performance and / or resource problems with the manager support services hub

    主持定期的工程進度團隊例會，準備和跟蹤會議進程和實施條目表，與經理支持服務網路確定績效和資源問題。
  3. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口區「三木花園」開發建設項目，從地下空間靜力結構穩定性分析角度出發，針對在該項目中涉及的高層和多層建築物以及在其地下20米處開挖了一個用於軌道交通的跨度6米，高7 . 5米的地下隧道這一具體工程情況，採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元數值分析計算，探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響，通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下開挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖線和4個垂直剖線等不同情況，從以下幾個方面具體分析研究了計算斷面的應力與位移分佈規律： （ 1 ）在各種不同狀態下計算斷面的主應力矢量圖、位移分布圖（ ux 、 uy ）以及應力等值線色譜圖（ _ 1 、 _ 2 、 _ （ xy ） ）等； （ 2 ）相同狀態下不同水平與垂直剖線的應力_ 1 、 _ 2和_ （ xy ）對比分佈曲線； （ 3 ）不同狀態下相同水平或垂直剖線的應力_ 1 、 _ 2和_ （ xy ）的對比分佈曲線等，為今後在對地下空間的開發利用以及在高層建築物地下開挖硐室時的工程設計和工程施工提供參考依據。
  4. We can say that it can develop the usage of soil nailing wall fill the rank of piles disadvantage a bright future of developing and using. the development, application, advantage and disadvantage about the " prestress anchor ribbed beam support system " is introduced in chapter 1 : it " s supporting mechanism and structural feature is introduced and compared with the soil nailing walls and un - embedded rank of piles in chapter 2 ; design and computer steps and more details about the design methods of the support system are introduced in chapter 3 ; the two important parts named draperies and anchors are introduced on their construction technology in chapter 4 ; three foundation trenches " instances with different depth in different soil are showed in the last chapter 5

    本文在第一章概論部分介紹了「預應力錨桿肋梁支護結構」的發展、應用和優缺點；第二章分析其支護機理、結構特點，並與土釘墻和無嵌入排樁多錨支護進行了結構受力對比分析；第三章介紹該支護結構的設計計算方法步驟，詳細介紹了支護結構各部分的設計方法；第四章介紹預應力錨桿肋梁支護系統最重要的兩個部分：帷幕和錨桿的施工技術；第五章介紹了不同土層不同深度的有代表性的三個基坑工程實例。
  5. To avoid manual labor of chiseling - grossness, in the area of second - stage concrete construction, permanently non - removed metal molding boards nets are used as molding boards of first - stage concrete. substitution joints of reinforcing steel bars for traditional electric welding and usage of equipments for joints of reinforcing steel bars efficiently improve strength of junctions and rate of connecting reinforcing steel bars, and safety of construction and stability of quality, and greatly reduce cost. it ' s possible that three gorges project become top - ranking project in the world by study on systems engineering of high - strength concrete construction

    混凝土縫面處理採用高壓水流沖毛技術，大大提高了施工工效，減少了倉面污染；模板工程大量採用定型鋼模板施工技術，提高了壩體混凝土成型質量和工程進度；在二期混凝土施工區域，為免除人工鑿毛勞動強度，採用永久性免拆金屬模板網作為一期混凝土模板；鋼筋連接改進傳統的電焊連接方式，採用大量採用鋼筋接頭機械連接技術，有效提高了接頭強度和鋼筋連接速度，施工安全性大大加強，質量穩定性有效提高，經濟成本大大降低；三峽二期工程持續高強度混凝土施工系統工程的研究，使三峽工程成為名符其實的「世界一流工程」成為可能；三峽二期工程混凝土溫控綜合技術的應用，有效降低了壩體混凝土溫度的產生；混凝土表面處理及裂縫處理技術的應用，提高了建築物的整體性和耐久性。
  6. The main parts of this paper is now be showed in the following : 1 ) the development for the compiling of the schedule had been finished 2 ) the realization of the management function for the schedule system, the base managements can be processed with the management tools. 3 ) the data taken and expressed from the drawing layout system, in the schedule system. 4 ) the data transfer from the schedule system to the drawing layout system

    本文的研究工作主要包括以下幾個方面： 1 ）適合電廠工程的進度計劃編制功能的開發完成; 2 ）實現電廠工程的施工進度計劃管理功能，可以利用施工進度計劃編制系統的管理工具對施工進度計劃進行基本的管理； 3 ）實現在施工進度計劃定製系統中對施工平面布置系統中的數據的讀取和表達； 4 ）完成施工進度計劃數據向施工平面布置系統的傳送。
  7. By means of laboratory and field experimentation of typical semi - rigid base materials, the relationships among laboratory experimental values, field maintain values, field core values and construction criteria are put forward. and the relationships between different test methods are established. using time - temperature conversion principle, it processes the intensity assessment of field cores, then offers the method of determining the test deflection of pavement surface

    通過典型半剛性基層材料的室內外試驗，研究主要設計參數的室內試驗值、野外養生值、現場取芯值及施工指標間的關系，建立了不同試驗方法間的相關關系，運用時溫換演算法則，對現場芯樣進行強度評定，並提出了路表彎沉檢測標準的確定方法。
  8. We research the causes of concrete cracking, develop the high performance anti - cracking additive, optimize the concrete mix and construction techniques, increase the stability of concrete volume by shrinkage compensation, enhance splitting tensile strength, and can meet demand of high workability of fresh concrete. in the study, a thorough investigation of this problem is made from all points of view, with the aid of various modern measurement & testing technology and different theories & methods in surface physical chemistry, structural chemistry, solid - state chemistry, composite materials, fracture mechanics, etc. our research results have shown that the various shrinkage of concrete cause concrete cracking in building engineering, such as autogenous shrinkage, dry shrinkage, temperature shrinkage, plastic shrinkage, carbonized shrinkage, etc

    目前，解決混凝土開裂的方法是綜合的，我們調查研究了混凝土開裂的原因，開發研製了高性能抗裂外加劑，優化混凝土的設計和施工方法，並通過補償收縮達到混凝土體積穩定，提高抗裂強度，滿足混凝土拌和物高工作性能的要求。本研究採用多種測試技術，應用表面物理化學、結構化學、固體化學、復合材料學、斷裂力學等多學科的理論與方法，從不同的角度進行深入的研究和探討。通過調查研究建築工程中出現的混凝土開裂、滲漏問題，發現混凝土在非荷載作用下開裂主要是由混凝土的自收縮、乾燥收縮、溫度收縮、塑性收縮、碳化收縮等各種收縮變形引起的。
  9. In this thesis, aim to the beam axis shape be exactitude for design, the internal force of the beam be appeased by design request, the concept of modem cybernetics is applied, at the same time, the effecting parameter has collected. the paper build the ann model in predicting the beam camber an construction and discuss indetail the extraction of inputting nodes information when quoting the fundamental principle of ann model and introducing research process of the improved bnn. according to them, ann is applied in the construction control of prestressed concrete continuous bridge

    本文以大橋成橋線形滿足設計要求和成橋內力控制在設計容許范圍內為目的，運用現代控制理論的思想，引用神經網路基本原理，詳細介紹bp神經網路的研究過程，從而建立預應力混凝土連續梁橋施工預拱度的神經網路模型，並詳細討論了模型的神經網路結點信息的提取，在工程實例的基礎上進行了數值計武漢理工大學碩士學位論文算，數值表明，將神經網路應用於預應力混凝土連續梁橋施工控制，獲得了滿意的結果，在預應力混凝土連續梁橋施工控制技術研究方面，具有方便有效、精度高的優點，具有良好的應用前景。
  10. Progress report on policy objectives 2001 released

    工作進度報告施政方針2001今發表
  11. Schedule of construction ; schedule of operations

    施工進度表
  12. By collaborating with our client throughout engagements, we build support, ensure momentum and reach workable solutions that will have real impact. our consulting services are professional and reliable. " be credible and reliable, do it correctly and effectively " is our philosophy

    對擴建及技改項目，應補充完善對原有工程的環境風險評價，針對存在的環境風險，提出「以新帶老」整改搬遷及關閉等改進完善措施，並提出逐項落實的時間進度表。
  13. The static loads were placed step by step in time sequence in order to simulate the construction conditions of the dam during the calculation. the results of the analysis show that excess pore water pressure would not appear in the design section during the analysis results that the dam was statically stable and the construction process was reasonable

    在靜力分析過程中採用在時域上逐步加載的方法，模擬了壩體的施工填築過程，計算結果表明，設計斷面在貯灰過程中不會產生很高的超靜孔壓，壩體靜力穩定狀態較好，施工進度合理。
  14. For the elevation of the scientification and rationality of the construction organization designment and construction management in the modern construction projects, an computer aided design system of integration of construction schedule and layout drawing has been researched and developed in this paper. with this cad system we can realize the layout of the drawings and the compiling of the construction schedules separately, and also this system can used to exchange the data between the two separate systems, and then they can express each other

    為了提高現代建築工程項目施工組織設計和施工管理的科學性和合理性，本文以電廠建設工程項目為例研究和開發了集成化的施工進度計劃和施工布置的計算機輔助設計系統，利用該系統不僅可以獨立的實現施工布置和施工進度計劃的編制，而且可以利用開發的自定義文件進行這兩種系統的數據交流和表達。
  15. This paper discussed about the changes of stress state on effect of soil properties. the reason of surface settlement and layer losses is that the stress state is not primeval one in and after tunneling construction. therefore it is necessary to select strength data in actual stress path in making tunnel deformation and stability analysis with continuous media mechanics

    本文討論了隧道施工過程中，由於應力狀態的變化對土性的影響， ，隧道施工之所以造成地表沉降和地層損失，是因為隧道施工過程中以及隧道施工結束後土層的應力狀態已經不是原始應力狀態，因此在選用連續介質力學方法對隧道施工進行變形和穩定性分析時，必須採用實際應力路徑下強度參數。
  16. The legislative council ( legco ) secretariat prepared a background brief for subc to summarize the developments and progress in implementing the 169 outstanding capital works projects of the two pmcs since their dissolution in january 2000, and an implementation time - table of retro - fitting of ac and general improvement works to 19 existing markets andor cooked food centres.

    立法會秘書處為小組委員會擬備背景資料簡介，撮述兩個前市局於2000年1月解散后，在落實169項前市局尚在籌劃階段的基本工程計劃的進展及進度，以及為19個現有街市及或熟食中心加裝空調系統及進行一般改善工程的施工時間表。
  17. It is important to operate under new business process and built - in corporation culture of customer - oriented in every corner of company before starting up crm operation. the question of new business process must be discovered and corrected in time. crm is one project of time consumption, so corporate needs time to analyze his needs ; crm provider also needs time to comprehend deeply corporate business and needs, corporate should make a reasonable project schedule, not only for project deadline ; to program, to test and debug

    在正式推行crm之前，應用新的管理流程試運行，以顧客為中心的思想先建立在公司的員工心中，形成公司的文化，同時發現新流程的問題，及時調整並在crm系統中修正； crm系統的實施需要時間，實施企業需要時間分析自己的需求，軟體公司也需要時間理解企業的需求和軟體編寫和調試；企業應制定合理的項目進度表，而不是只追求進度。
  18. The field quality check showed that such technology can meet the requirements of design and compared with traditional methods it can simplify the construction process, increase the construction flexibility, quicken the construction progress and reduce project cost

    現場質量檢測表明，採用該技術可滿足設計要求；且與傳統方法相比減化了施工工序，加大了施工靈活性，加快了施工進度，降低了工程造價。
  19. By adopting the three - dimensional nonlinear finite element program, using drucker e - b model, demonstrating the actual construction progress and water impounding of gongboxia hpp main dam, comparing the two schemes of the existence and nonexistence of extruded concrete curb, made three - dimension simulation calculation, the result proved that while the existence of extruded concrete curb between face slab and rockfill, the deformation and stress of face slab are better than that while the nonexistence of extruded concrete curb

    採用三維非線性有限元計算程序，使用鄧肯e b模型，模擬公伯峽面板壩的實際施工進度、蓄水過程，對比有無擠壓邊墻兩種方案，進行三維模擬計算。結果表明，面板與堆石體之間有擠壓邊墻時，其面板的變形及應力值均小於無擠壓邊墻的相應結果。
  20. The legislative council legco secretariat prepared a background brief for subc to summarize the developments and progress in implementing the 169 outstanding capital works projects of the two pmcs since their dissolution in january 2000, and an implementation time - table of retro - fitting of a c and general improvement works to 19 existing markets and or cooked food centres.

    立法會秘書處為小組委員會擬備背景資料簡介，撮述兩個前市局於2000年1月解散后，在落實169項前市局尚在籌劃階段的基本工程計劃的進展及進度，以及為19個現有街市及或熟食中心加裝空調系統及進行一般改善工程的施工時間表。
分享友人
分享到 Line

分享到臉書