擋水結構 的英文怎麼說

中文拼音 [dǎngshuǐjiēgòu]
擋水結構 英文
water-retaining structure
  • 擋 : 擋Ⅰ動詞1 （攔住; 抵擋） keep off; ward off; block; resist 2 （遮蔽） cover; block; get in the way...
  • 水 : 名詞1 （由兩個氫原子和一個氧原子結合而成的液體） water 2 （河流） river 3 （指江、河、湖、海、洋...
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 擋水 : manger plate
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. This paper analyzes the groundwater discharging course using fluidics theory and combining quay structure construction ; sets up the method of fast drainage by the dint of pipeline and blind ditch of fragment stone ; and gives the computational mathematical model for quay drainage and calculation formula for drainage process according to the principle of conservation of mass and underground percolation, which have been applied for quay ' s stability design and calculation

    應用流體力學理論結合碼頭結構建設，分析了地下水排泄過程，藉助管道和碎塊石盲溝建立了港口碼頭快速排水與擋墻基床排水的方法；運用質量守恆定律和地下水滲流原理，建立了港口碼頭排水計算數學模型和排水過程計算公式，並用在了碼頭的穩定設計計算中。
  2. It elucidates the grade and layout of the construction diversion structures, testifies the technical rationality and economic advisability that the alternative of the cofferdam uses to dam up the discharge ( p = 10 %, q = 275. 2m3 / s ) during the post - flood period, was made by hydraulic calculation, structural design, investment comparison, progress analysis and investment risk analysis

    文中說明了施工導流建築物的等級、水工布置。通過水力學計算、結構設計、導流方案投資比較、進度分析和投資風險分析，說明了四湖溝水利樞紐工程採用圍堰擋汛后時段洪水導流方案的合理性和經濟性，為施工決策提供理論依據。
  3. The retaining wall reclining on the slight slope built on soft foundation is usually used in protecting the shore of river, the contradiction between the lack of impartiality in stress of the base and the small stress allowed by the foundation as well as the lack of stabilization of the breast wall is a hard nut to crack in the engineering. in the paper, a tenon - base is added under the base of the retaining wall, on the study of the choice of the parameters and formulas used in calculation and the research of theory used in calculation, method used to deal with the load, etc, the writer gives a way to crack the nut mentioned above paragraphs and presents a qualitative and quantitative analysis about them, such as the equivalent inner friction - angle ( d ) and the passive press of the clay ( ep ), etc. in the end of the paper, using modern optimization method, a design of the retaining wall reclining on the slight slope built on soft foundation is done, the result is economical, and accords with the fact

    軟基上的仰斜式擋土墻在水利工程河道護岸中經常遇到，仰斜式擋土墻基底偏心應力較大和軟基土地基容許承載力偏小的矛盾以及擋土墻抗滑穩定不足是工程中難以解決的難題。本文在對仰斜式擋土墻設計中有關計算參數的選擇、公式的選用應該注意的問題進行了研究，對河道護岸軟基礎上的仰斜式擋土墻採用凸榫基礎處理的方法，就其計算理論、設計驗算中各荷載的具體處理方法進行了較為細致的研究，提出了解決軟基礎上的水工仰斜式擋土墻難以解決的難題的方法，並對有水情況下粘土等效內摩擦角_ d 、凸榫被動土壓力e _ p等在計算中的取值提出了定性和定量的分析。最後利用現代優化方法對軟基礎上的水工仰斜式擋土墻進行了結構優化設計，得出了符合實際的結果，與其它重力式擋土墻形式進行比較，取得了明顯的經濟效益。
  4. This article, takes some project for landslip in a small district in zunyi for example, tells you the useful experience of water proof, sueface prevention structure and sticking of the surfaces of mountain slopes, and so on

    摘要文章以遵義小區某滑坡治理工程為例，介紹了滑坡治理中有效解決坡面防水、護面結構與坡面的粘結等問題的實踐經驗，提出了錨桿支護、掛網噴砼、坡腳擋墻襯護、噴面邊界澆築連系梁的綜合治理措施。
  5. We can connect the t junctions with level lines after the matching up of t junctions. the connection of all level lines means that the broken level lines in the occlusion has been filled up, that means the image has been restored

    在對t結構匹配后，我們就可以用水平線將t結構連接起來，所有的水平線連接就意味著遮擋區域的缺損水平線補全，也就是圖像已經恢復。
  6. The improper excavating will bear capacity, water permeability, natural structure and geological structure worsenning the base rock of foundation., this ca n ' t be allowed to the water conservancy project building, especially to block water building. lt will not only increase the expenses happened of the remedy measure, but also lengthen building straight line time limit for a project of construction

    開挖不當將降低基巖的承載能力、增大基礎的透水性、惡化基巖的天然結構和地質構造，這對於水工建築物，特別是擋水建築物是不能允許的，同時將會增加採取補救處理措施所發生的費用，延長建築物施工直線工期。
  7. For the structure that the side - frusta is also used as retain wall, considering the side frusta fastened on the weir body, the plane stress is calculated at first. then the moments, horizontal shear force and vertical force on the bottom of the retain wall are applied as fixate, and stress distribution on the weir body are calculated piecewise

    對于邊墩兼作擋上墻結構，通常是將邊墩視為固端于巖體上，先進行下端為固端的擋墻平面受力計算，再將擋墻下部的彎矩、水平剪力和垂直力作為集中外荷載進行堰體的應力計算，堰體也只能分段進行片面受力計算。
  8. According to the structure layout of futang power station design, geological parameters and calculation results of seepage, the stability and stress of gate chamber and retaining dam are calculated, the security index and stress of anti - slide can can meet the requirement of criterion

    根據福堂電站工程設計的結構布置情況、地質參數及滲流計算成果，對閘室和擋水壩穩定、應力進行了計算，其抗滑穩定安全系數及應力標準均滿足規范的要求。
  9. Abstract : the applied ranges and general characteristics and structural shapes and deformation - controlled technique etc. are researched on the composite soil - nailing wall with retaining water according to its engineering practice in shenzhen area, and the calculating method of its design is put forward

    文摘:依據深圳地區的工程實踐，對擋土擋水復合型土釘墻的適用范圍、一般特點及結構型式、變形控制技術等進行了研究，並提出了擋土擋水復合型土釘墻的設計計算方法。
  10. When connecting level lines, we use the minimum energy as the optimization standard. on the basis of it, we use geodesic curve as level lines to connect the matched - up t junctions. meanwhile we also use meaningful beeline detecting methods to deal with unexpected condition in processing the frontier of occlusion

    在連接水平線時，我們用到了能量最小作為優化標準，在此基礎上我們用測地線作為水平線來連接兩兩匹配的t結構，同時，我們還用了meaningful直線探測技術來處理遮擋區域邊界的異常情況。
  11. As a new retaining structure, composite soil nailed wall has been widely applied in the foundation pit now, research on the work performance of the soil nailed wall during the construction can not reveal on - site work, this occurs especially in xi ' an area with rich groundwater where groundwater is forbidden to be lowered

    復合土釘墻作為一種新型的擋土結構，目前在基坑工程中得到了較為廣泛的應用，然而對復合土釘墻在施工過程中的工作性能的理論研究卻遠遠落後于工程實踐。尤其在西安地區地下水位較高且不能降水的前提下，當採用復合土釘墻進行基坑支護時，對其工作性能的研究幾乎為零。
  12. The numerical results show that the horizontal variation of response acceleration of gravity retaining wall is quite small since its lateral rigidity is large enough, the response at a given height level can be considered as the same, the maximum accelerations at different heights on the central vertical line can describe the distribution of earthquake load along the wall height in static analysis very well

    數值結果顯示，重力式擋土結構剛度很大，地震加速度反應在水平方向差異很小，可看作是同步的，可取中心線上各點最大加速度來描述靜力法中地震作用沿高度的變化規律。在沿墻高度方向，加速度分佈不是呈直線變化，比較復雜，總的變化趨勢大體一致。
  13. Reinforced soil retaining wall ( rsrw ) is a kind of composite structure composed with panel, reinforcement and fill. it was used widely as retaining structure in many types of civil engineering, such as highway engineering, water transport engineering, water conservancy project, railway engineering and so on, enormous economic benefits, social benefits and environmental benefits were obtained

    加筋土擋墻是由面板、填料、筋材等組成的復合結構，近年來已廣泛應用於公路、水運、水利、鐵路等各類土建工程的支擋結構中，取得了極為廣泛的經濟效益、社會效益和環境效益。
  14. By dislocation - laying the cast - in - place piles to form a vaulted protecting structure for the foundation pit similar to the structure formed by the single straight rank of cement mixing piles, the cement mixing piles can be made to have both waterproof and retaining functions

    摘要將灌注樁間隔錯位布置，使其與單排直列水泥攪拌樁形成類似拱形的基坑支護結構，以發揮水泥攪拌樁止水和擋土的雙重作用，可達到既不增加施工難度，又節約支護費用的目的。
分享友人
分享到 Line

分享到臉書