第一錨 的英文怎麼說

中文拼音 [dìyīmáo]
第一錨 英文
first anchor
  • 第 : Ⅰ助詞（用在整數的數詞前 表示次序） auxiliary word for ordinal numbers Ⅱ名詞1 [書面語] （科第） gr...
  • 錨 : 名詞（鐵制的停船設備） anchor
  • 第一 : first; primary; foremost; first and foremost
  1. The schooner rolled and plunged, fetching up on her anchors with a crash which for the first time they could hear.

    縱帆船搖了幾搖，前後顛簸了兩下，緊拉著錨鏈，發出一聲震響，這是大家第一次聽到的響聲。
  2. 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。
  3. However, the roads being reckoned as good as a harbour, the anchorage good, and our ground - tackle very strong, our men were unconcerned, and not in the least apprehensive of danger, but spent the time in rest and mirth, after the manner of the sea ; but the eighth day in the morning, the wind increased, and we had all hands at work to strike our top - masts, and make every thing snug and close, that the ship might ride as easy as possible

    但這塊錨地素來被認為是個良港，加上我們的錨十分牢固，船上的錨索轆轤纜篷等一應設備均十分結實，因此水手們對大風都滿不在乎，而且一點也不害怕，照舊按他們的生活方式休息作樂。到第八天早晨，風勢驟然增大。於是全體船員都動員起來，一起動手落下了中帆，並把船上的一切物件都安頓好，使船能頂住狂風，安然停泊。
  4. In this method, spaces for plant growth are separated from the anchoring bar and shotcrete structures, but they have some mutual relations in following two points : firstly, establishments for plant growth can be fixed by using anchoring bars and shotcrete ; and secondly, water for plant growth can be partly supplied by drainage holes arranged in anchoring bar and shotcrete structures

    在該方法中，供植物生長的空間（包括綠化槽、綠化盆等）與錨噴結構是相互分離的，但在以下兩方面又有所聯系：第一，藉助于錨桿和噴射混凝土來固定栽種植物所需的設施；第二，通過布置在錨噴結構上的排水孔為植物供水。
  5. Note : n0. 1 pilotage and quarantine anchorage and the shelter anchorage are available for vessels of less than 500 gross tonnage or those approved by the competent authority ; n0. 2 pilotage and quarantine anchorage is for all vessels ; tanker cargo - oil transferring anchorage is only for tankers carrying out oil transferring operations

    注：煙臺港第一引航檢疫錨地和避風錨地供500總噸以下的船舶和經主管機關批準的船舶錨泊；第二引航檢疫錨地供各類船舶錨泊；油輪過駁錨地限於過駁作業的油輪錨泊。
  6. The shantou bay suspension bridge is the first mordern suspension bridge in china its substructures are mainly towers and anchorages this paper presents some of the key techniques of the substructures construction ， including the cable anchorage system setup ， the hydrated heat control in the anchorage ， construction of the foundation and bearing plate of the tower in the ocean ， the control of tower construction ， etc

    汕頭海灣大橋是我國第一座現代懸索橋下部結構主要包括索塔和錨碇本文介紹了該橋下部結構施工的一些關鍵技術環節，包括主纜錨碇錨固系統的安裝，大體積混凝土的溫控防裂，主塔基礎和承臺的海上施工，塔柱滑模施工控制等
  7. The nancha suspending - gay bridge of the changjiang road - bridge in jiangshu runyang, with a main span of 1490m, ranks first in china, third in the world. the north rivets, only 250m from the main stream of changjiang, have a tight liaison with the waterpower of it. especially, in this area, the face of rocks undulates a lot and exist fault - fabric. the soil there has apparent difference with the trend of water. the base - hole of north rivets can be named a super - deep one, with a 60m length, 50m widths, and 48m depths. the fence of the base takes advantages of the rectangular underground continuous wall structure and succeeds

    江蘇潤揚長江公路大橋南汊懸索橋，主跨1490m ，居中國第一，世界第三。該橋的北錨碇距長江幹流僅250m ，與長江水力聯系密切，錨碇區水文、地質情況復雜，表層淤泥質土及松軟粘土層較厚，基巖頂面起伏較大，且存在斷裂構造，土層具明顯的流變特性。北錨碇基坑為長60m 、寬50m 、深48m的矩形超深基坑，其基礎圍護在國內首次採用矩形地下連續墻結構，並獲得成功。
  8. The third chapter, by the given handling area in the vlcc anchorage in the port guangzhou, analyses the anchoring methods with the theory of navigation and the mathematic model, lists the different methods in the different sea conditions and forward how to avoid dragging

    第3章是結合廣州港大型油輪錨地過駁的水域條件，運用操船理論和數理方法對卸油船錨地雙舷過駁的拋錨方法進行了分析研究，提出了在不同海況條件下的拋錨優化方案，闡明了防止走錨的一般措施和關鍵措施。
  9. ( 1 ) based on the experiments, this thesis discusses the stress loss of vertical prestress caused by deformation of anchorage, the resilience of the tendon and the joint compression ( l2 ), the elastic compression of the concrete ( l4 ) and the relaxation of the tendon ( l5 ). it is concluded that the anchorage deformation is dominated in vertical stress loss. measures are suggested to diminish the loss of the vertical prestress during the design and construction of the bridge

    （ 1 ）本文在試驗的基礎上，研究了豎向預應力筋的錨具變形、鋼筋回縮和接縫壓縮損失l2 、混凝土的彈性壓縮損失l4和力筋的應力鬆弛損失l5 ，其中，第一項是最主要的損失，論文據此對設計和施工中如何減小豎向預應力的損失提出了自己的看法和建議。
  10. In this paper, author compare with shenzhen holiday plaza project ( be known as firstly deepest foundation pit, deepest excavation depth is 21m ), use combinative method for theory guidance, test study, simulation analysis, project application and information feedback, entirely and deeply study prestress anchor cable composite soil nail, and also make a pilot study for deformation of pile anchor composite soil nail

    本文以深圳假日廣場深基坑支護工程（號稱「深圳第一坑」 ，最深開挖21m ）為背景，採用了理論指導、試驗研究、模擬分析、工程應用和信息反饋相結合的方法，對預應力錨索復合土釘支護結構進行了全面深入的研究，對樁錨式復合土釘支護結構的變形進行了初步研究。
  11. Round 1 : use dimensional anchor on its target

    第一輪：在他的敵人身上使用次元錨。
  12. This thesis aims to analyze how to select and assign prestressed tendon, how to design anchorage bearing joint, how to control the crack, how to calculate the axial prestressed force and the third moment and how to design the edge column of top layer. on the base of the research in and out our country and construction of the prestressed structure, some helpful conclusion and suggestion are presented, which is suggestive for the design and construction of long span continuous prestressed concrete frame

    本文將綜合設計與施工兩個方面，對預應力筋的選用、布置，錨固區的設計及構造處理，裂縫問題，側向約束對梁軸向預壓應力及柱中第三彎矩的影響，頂層大跨邊柱設計等幾個問題進行系統的分析研究，並在國內外研究和大量工程實踐的基礎上，提出了一些建議和預防措施，對此類工程設計和施工有一定的參考價值。
  13. Toshinori, s. and tadatsugu, t., “ scale effect of a shallow circular anchor in dense sand. ” soils and foundation, vol. 38, no. 2, pp. 93 - 99, 1999

    許世宗和廖洪鈞，砂土中多段錨碇承壓式地錨之錨碇行為，中國土木水利工程學刊，第十二卷，第一期，第91 - 100頁， 2000 。
  14. With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure

    通過分析比較，論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點，並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序，以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究，得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論；採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析，重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用，得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論；通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的區別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究，得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。
  15. In our country, no pull - out test of pressure - type anchor has ever been made in rock till now. in chapter 4, consulting some pull - out tests of pressure - type anchor made by some civil researchers, contrast pull - out tests of pressure - type and tensile - type anchor in rock is designed in crag slope engineering in chongqing university

    本文第四章在在參考國內一些單位已經進行的部分壓力型錨桿抗拔試驗的基礎上，針對基於巖層的該類型試驗還是空白的現狀，結合重慶大學沿江危巖邊坡治理工程設計了巖層中的壓力型錨桿與傳統拉力型錨桿抗拔力對比實驗。
  16. Su, w. and fragaszy, r. j. ( 1988 ). “ uplift testing of model anchors. ” journal of geotechnical engineering division, asce, vol. 114, no. 9, pp. 961 ~ 983

    廖洪鈞、陳珍貴和張光甫（ 1993 ） ，緊密砂土中地錨間距對擴座地錨錨碇行為影響之研究，中國土木水利工程學刊，第五卷，第一期，第45 ~ 55頁。
  17. Su, w. and fragaszy, r. j., “ uplift testing of model anchors. ” journal of geotechnical engineering division, asce, vol. 114, no. 9, pp. 961 ~ 983, 1988

    廖洪鈞、陳珍貴和張光甫，緊密砂土中地錨間距對擴座地錨錨碇行為影響之研究，中國土木水利工程學刊，第五卷，第一期，第45 ~ 55頁， 1993 。
  18. It tends to get stuck in first gear, has trouble changing direction, hesitates when the road gets rough and never seems to reach its destination. it ' s a company

    第一次啟動往往打不開，方向盤存在問題，道路崎嶇不平時容易拋錨，似乎永遠也到不了終點.公司汽車就是這樣
  19. Su, w. and fragaszy, r. j., “ uplift testing of model anchor. ” journal of geotechnical engineering division, asce, vol. 114, no. 9, pp. 961 - 983, 1988

    參考文獻1 .廖洪鈞、陳珍貴和張光甫，緊密砂土中地錨間距對擴座地錨錨碇行為影響之研究，中國土木水利工程學刊，第五卷，第一期，第45 - 55頁， 1993 。
  20. The party salved shall cooperate fully with the salvor including obtaining permit of entry to the place as defined in clause 1 of this contract and allowing the salvor to make reasonable use, free of expenses, of the vessel ' s machinery, gear, equipment, anchor and anchor chains, stores and other appurtenances provided that the salvor shall not unnecessarily damage, abandon or sacrifice the same or any other property salved

    第二條被救助方應與救助方通力合作，包括獲得準許進入合同第一條規定的地點；免費提供救助方合理使用船上的機器、裝置、設備、錨、錨鏈、物料和其他屬具，但救助方不應無故損壞、拋棄或犧牲上述物件或其他被救財產。
分享友人
分享到 Line

分享到臉書