錨定環 的英文怎麼說

中文拼音 [máodìnghuán]
錨定環 英文
anchor ring
  • : 名詞(鐵制的停船設備) anchor
  • : Ⅰ形容詞1 (平靜; 穩定) calm; stable 2 (已經確定的; 不改變的) fixed; settled; established Ⅱ動詞...
  • : Ⅰ名詞1 (環子) ring; hoop 2 (環節) link 3 (姓氏) a surname Ⅱ動詞(圍繞) surround; encircle;...
  1. 5 when a piton is intentionally removed it should be replaced with a fixed hanger or ringbolt

    5為某因素而特意移除巖釘時,應以固耳片或栓加以更換。
  2. Where good natural protection is not available a fixed hanger or ringbolt should replace the piton

    若該處並無良好的天然支點,則應以固耳片或栓取代該巖釘。
  3. The main functions of the module for initializing drawing environment are to set up the scale. linetype. breadth and frame of drawings according to the characteristics of the general arrangement drawing to passenger shippings. the main functions of the second module is to establish and extend graph library, retrieve from graph library and output graph blocks. using the parameterization design method to design interactively and modify automatically graphs of the local cabin are the tasks of the third module. in the help module, the drawing specifications of passenger shipping are integrated, such as equipments of anchor and moor, arrangement of cab, cabin and baggage, measures to come through and ration of passengers, etc. there are some advantages in the proposed system, such as friend interface, operation easily, drawing conveniently and modification automatically

    其中初始化繪圖境模塊主要針對客船總布置圖繪制的特點來完成比例、線型、圖幅和圖框的設置;客船總布置圖圖庫模塊主要完成圖庫的建立和擴充、圖庫的查詢以及圖塊的輸出;局部艙室參數化設計模塊採用參數化技術完成對局部艙室圖形的自動修改以及交互設計;客船規范幫助模塊則集中了一些武漢理工大學碩士學位論文客船繪制規范,如泊及系泊設備、駕駛室、乘客艙室及行李的放置、脫險措施及乘客額等規范。
  4. 4 fixed hangers or ringbolts should only be replaced by fixed hangers or ringbolts

    4固形耳片應只能以固耳片或栓以更換。
  5. The force control of suspension bridge anchorage cable is the main contents which will be researched. according to the character of suspen - sion bridge anchorage, three questions is solved in this paper on the basis of the construction control experience of the highway bridge of yichang yanzhi river. firstly, an effective method of cable force control is presented in this paper, which has settled the puzzle of cable force accurate operate through fixing a pressure transducer at the behind of the hydraulic jack. secondly, an exactitude calculation model is founded in this paper. in addition the influence of boundary condition, sag, inclination, flexural rigidity and environment temperature to the cable vibration frequency which make the frequency method could be used to the measurement of cable force. in the end of this paper, a control system of anchorage cable force is developed on the basis of the above research. this system is very steady, credible, high precision and convenient. it is a new and credible method to be used to the force control of sus - pension bridge anchorage cable. in this paper, the conundrum of cable force control has been solved. the fruits are very useful to the development of inland suspension bridge

    提出了一種有效可行的跨張力控制方法,即通過在油壓千斤頂后加壓力傳感器,並利用單片機技術進行數據採集,解決了懸索橋跨索股初張力精確控制的難題;建立了跨索股索力的精確計算模型,分析了索股的邊界條件、斜度、垂度、抗彎剛度及境溫度對索股頻率的影響,解決了弦振法在大跨徑懸索橋索力測試中的應用問題;在上述研究成果的基礎上,研製出了跨張力控制系統,該系統具有穩可靠,精度高,使用方便等特點,它的投入使用將為我國今後大跨徑懸索橋跨張力控制提供一種全新的、可靠的手段。
  6. ( 2 ) the anchorage condition of the upper longitudinal bar in the beam outside the wall " s width is disadvantage. and the anchorage length prescribed in the code cannot ensure bearing capacity and ductility of joints

    位於墻外側的寬樑上部縱筋境較差,如果僅僅滿足規范規固長度,不能保證節點的承載力和延性。
  7. Durability ' s of the material such as permeability, heat - resistance, carbonation and steel bar - protection were tested. the bonding characters between anchoring material matrix and post - embedding steel bar, the matrix and the concrete structures were studied

    在植筋固長度足夠的條件下,混凝土與固砂漿的界面粘結強度大小直接決了植筋固的控制荷載,粘結界面成為受力的薄弱節。
  8. This paper focuses on a discussion of following issues through a combined of theoretical analysis and numerical calculation, and of theory - oriented, engineering analogy, experience and quantitative test. the stability analysis of slopes of deep foundation pit ; checking caculation of tensile breaking limiting condition of soil - nailing, grouting nail sheath anchored limit condition, rising of bottom of foundation pit and piping. measures are proposed for applying this method to slit stratification in disadvantage geologic

    本文介紹了土釘支護技術的發展及作用機理,並結合工程實例,採用以理論為基礎,重點研究探討了土釘支護在深基坑邊坡穩分析、土釘抗拉斷裂極限狀態驗算、整體穩性驗算、注漿釘包裹體固極限狀態驗算、基坑底隆起驗算、抗管涌驗算等方面設計計算方法,並提出了在其它不利地質境中採用土釘支護應採取相應的措施。
  9. Based on the content of each important stage of the optimum design on anti - slide pile, this paper discusses several key problems for optimum design on anti - slide pile, such as the choice of intensity parameter of the sliding zone, confirming the pile position, pushing force design, the pile interval and the anchoring depth, and then presents some methods for solution

    依據抗滑樁優化設計工作中各重要節的工作內容,對滑帶土強度參數的選擇,抗滑樁位置和設計推力、抗滑樁問距、固段長度的確等影響抗滑樁優化設計的關鍵技術問題進行了討論,提出解決這些問題的方法。
  10. 10 when a fixed wire / sling / rope / cord is an essential point of protection then it should be removed and replaced with fixed hanger / ringbolt / rappel / abseil anchors

    當構成支點的主要元件為鐵線/扁帶/繩索/細繩時,最好將之移除,並用固耳片/栓/下降固點加以取代。
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