竣工期 的英文怎麼說

中文拼音 [jùngōng]
竣工期 英文
time of completion
  • : 動詞(完畢) complete; finish
  • : 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 ...
  • : 期名詞[書面語]1. (一周年) a full year; anniversary 2. (一整月) a full month
  • 竣工 : (of a project) be completed
  1. The chi lin nunnery is the only institution in hong kong recognized as a " nu zhong shi fang cong lin ". in other words, it is a nunnery open to nuns from all quarters and its abbess is selected purely on merit

    樂富中心是房屋委員會轄下最大的商業購物中心,其發展計劃共分為兩:第一在一九八五年完成,第二則在一九九一年
  2. It was completed in 1932. what kind of feelings did people in the 1930 s have when they looked up at this clock tower decked with arabesque patterns using genuine stones and bronze

    這座於昭和7年( 1932 ) ,由天然石塊及青銅建成的對稱性建築曾留給昭和初的人們怎樣的想象
  3. Basis " orders of sell of access of land of shenzhen special economic zone " the seventeenth regulation, contract of sell one ' s own things should have the following and main provision : ( one ) the full name of bilateral party or name, address ; ( 2 ) a ground date of access of land of sell one ' s own things, area ; ( 3 ) land is used year period reach case stop time ; ( 4 ) the amount of gold of land access sell one ' s own things, money is planted, pay kind and time ; ( 5 ) the time of consign land ; ( 6 ) point of program, municipal design ; ( 7 ) project complete is referred check and accept time ; ( 8 ) municipal facilities form a complete set builds obligation ; ( 9 ) land of use photograph adjacent and viatic limitation ; ( 10 ) the project that builds accessary, add establishment and obligation ; ( 11 ) responsibility of breach of contract ; ( 12 ) party thinks necessary other item

    根據《深圳經濟特區土地使用權出讓條例》第十七條的規定,出讓合同應具備以下主要條款: (一)雙方當事人的姓名或者名稱、地址; (二)出讓土地使用權的宗地號、面積; (三)土地使用年及起止時間; (四)土地使用權出讓金的數額、幣種、交付方式及時間; (五)交付土地的時間; (六)規劃、市政設計要點; (七)項目提交驗收時間; (八)市政設施配套建設義務; (九)使用相鄰土地和道路的限制; (十)建設附屬、附加設施的項目及義務; (十一)違約責任; (十二)當事人認為必要的其他條款。
  4. The tolo highway between island house interchange and ma liu shui interchange is being widened to dual four - lane carriageway standard, with the works due to be completed in mid - 2003. in ma on shan, to cope with future growth in traffic demand, the sai sha road section between kam ying road and the junction with trunk road t7 at sha on street is being widened to dual two - lane standard ; work started in august 2002 for completion in 2005

    為配合馬鞍山日後交通量的增長,介乎錦英路與日後的t7號主幹道路交界處的一段西沙路,已在二零零二年八月展開擴闊程,改為雙程雙線行車道,預程可在二零零五年
  5. A : the completion date will be on july 1, 2007

    預計為2007年7月1號。
  6. Redevelopment of shek pai wan estate phase 2 completed ahead of schedule with photo

    石排灣第二重建程提前,舊居民可望及早調遷附圖
  7. Basis " urban commodity house opens to booking administrative measure " ( 2004 edit ) regulation, commodity house opens to booking ought to accord with the following condition : 1, already pay is full gold of land access sell one ' s own things, obtain land access letter ; 2, licence of program of hold construction project and construction permit ; 3, by offer the commodity house calculation that open to booking, the capital that devoted development builds achieves the 25 % above that project always invests, had fixed construction schedule and complete due date

    根據《城市商品房預售治理辦法》 ( 2004修訂)的規定,商品房預售應當符合以下條件: 1 、已交付全部土地使用權出讓金,並取得土地使用權證書; 2 、持有建設程規劃許可證和施許可證; 3 、按提供預售的商品房計算,投入開發建設的資金達到程建設總投資的25 %以上,並已經確定了施進度和交付日
  8. Treatment to the disaster debris flow among the qingshan river, mashankou town, henan province

    河南省馬山口鎮青山河泥石流災害區首治理
  9. Protection against flooding is being improved in the area. the construction works for some of the flood control schemes for the river indus are progressing with completion dates to tie in with the shenzhen river regulation project so as to relieve the risk of flooding by 2002

    梧桐河防洪計劃多項程正進行得如火如荼,均已訂出,務使程與深圳河治理程配合,以在二零零二年或之前減低水浸風險。
  10. In thailand, the group completed its construction of a 790, 000 square - foot inland container depot " icd " in siam seaport, with a further port expansion project scheduled for completion in early 2007

    位於泰國siam seaport的790 , 000平方尺的內陸貨櫃站已完成興建,同時,港口擴建程亦已展開,預在二零零七年年初
  11. In thailand, the group completed its construction of a 790, 000 square - foot inland container depot ( " icd " ) in siam seaport, with a further port expansion project scheduled for completion in early 2007

    位於泰國siamseaport的790 , 000平方尺的內陸貨櫃站已完成興建,同時,港口擴建程亦已展開,預在二零零七年年初
  12. The group expects the 5 - stand cold mill to be erected in first half of 2006 while the hot mill will be completed by the end of 2006

    管理層預五連軋冷軋機將可於二零零六年上半年落成,熱軋機則預計於二零零六底
  13. Floor space of buildings completed : refers to the floor space of buildings that are completed in the reference period in accordance with the requirements of the design, up to the standard for putting them into use, and have been checked and accepted by concerned departments as qualified ones

    房屋建築面積:指在報告內,按照設計所規定的程內容全部完成,達到了設計規定的交條件,經有關部門檢查驗收鑒定合格的房屋建築面積。
  14. Extension of time for completion

    延長竣工期
  15. This text through the study of management at preparatory stages of project under construction to engineering, construct course and the time of completion, have systematically explained the management of the whole course of project under construction of engineering

    本文通過對程建設施項目準備、施過程及竣工期的管理進行研究,系統地闡述了程建設施項目全過程的管理。
  16. By analyzing and calculating the structure and stress distribution status of foundation under time of completion, operating period and earthquake condition, the initial determination on the kinetic strength and liquefied possibility of underlying sand layer beneath the dam foundation are obtained

    分析一計算結構及地基在竣工期、運行和地震作用下變形和應力分佈狀況,並初步判斷閘壩基礎卜伏砂層的動弧度及液化的可能性。
  17. In this project, the maximum height of the dam is 81m, but the deep overburden in the riverbed has the depth of 147. 95m which is about two times of the maximum height of the dam body, so the seepage and liquefaction prevention of the dam foundation becomes the key and important problem in the design of the dam project. the static stress and deformation under three different projects - horizontal blanket project, clay core project and asphalt core project - for the dam is analyzed comprehensively. the damage that may be induced by variable factors on the dam body in time of engineering completion and water impounding operation period is seriously studied

    其次,將這一模型用於分析下坂地水利樞紐程,由於該程河床覆蓋層深度最深達147 . 95m ,是壩體高度的近兩倍左右,壩基的滲流和液化成為壩體安全主要問題,本文對該壩的三種設計方案即水平鋪層防滲方案、粘土心墻防滲方案及瀝青心墻防滲方案的靜態應力位移及壩體在竣工期、蓄水等各個階段可能產生的破壞進行了認真研究。
  18. Thirdly, because the depth of the seepage prevention wall of xia ban di dam project has the value of 85m which is the maximum depth in the dam projects in our country, the stress state of the seepage prevention wall is very complicated, the influence of nine modulus for nine kinds of seepage prevention wall material on the stress and displacement of the seepage prevention wall is studied and the rule of the change of stress and displacement with the change of characteristic parameters for seepage prevention wall under time of engineering completion and water impounding operation period is given in this paper

    第三,鑒于大壩基礎混凝土防滲墻深度達85m ,厚度僅為1 . 0m ,防滲規模和程難度為國內之最,墻體應力比較復雜,本文研究了大壩施填築竣工期、水庫蓄水運行防滲墻的應力和變形隨墻體參數的變化而變化的規律,為大壩安全設計及防滲墻墻體材料的選擇提供了理論依據。
  19. The main management work at the time of completion in project is handing over, acceptance check, guarantee and return visit etc. though every project of construction have his own characteristic, it is similar on management process and main management link, so long as we regard project under construction as a whole to manage systematically, we may make the good management result

    項目竣工期的管理作主要是項目對業主的交接、驗收與保修和回訪等作。盡管每一個程建設施項目都有自己的特點,但其管理過程和主要的管理環節是相似的,只要我們把施項目當作一個整體加以系統管理,就有可能取得良好的管理效果。
  20. The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project

    程設計中,壩型的選取顯得尤為重要,特別對于壩基有深厚覆蓋層的堆石壩,心墻和壩基防滲墻的應力和變形是壩體、壩基最敏感的部位,設計方案是否安全、科學和合理,對大壩防滲和穩定起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接形式及程實際應用效果,為下坂地水利樞紐程深厚覆蓋層基礎防滲設計的方案選擇提供了參考;在吸收和歸納了國內外堆石壩的設計研究成果的基礎上,對粘土心墻和壩基垂直防滲方案、瀝青混凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案,分別按竣工期和蓄水運行的不同作情況進行了有限元非線性計算分析;對左岸高陡邊坡的大壩防滲體與基礎混凝土防滲墻的不同結合型式進行了三維有限元靜力計算分析和研究;對混凝土防滲墻不同彈性模量對墻體應力和變位的影響進行了三維有限元靜力計算分析和研究。通過對不同方案的計算分析和研究,比較全面的了解了各方案壩體,尤其是防滲體的應力和變形分佈規律,為壩型選擇、壩體結構設計、基礎防滲墻與壩體防滲體的結合型式以及塑性區大小的確定提供了重要依據。
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