邊墩 的英文怎麼說

中文拼音 [biāndūn]
邊墩 英文
end pier
  • 邊 : 邊Ⅰ名詞1 （幾何圖形上夾成角的直線或圍成多邊形的線段） side; section 2 （邊緣） edge; margin; oute...
  • 墩 : Ⅰ名詞1. （土堆） mound 2. （墩子） a block of stone or wood Ⅱ量詞（用於叢生的或幾棵合在一起的植物） cluster
  1. Tab construction from landside towards sea upto pier 30

    從岸邊至30號橋墩臨時橋概況
  2. A proposed conceptual single-plane cablestayed design envisions the piers to be prefabricated in a unit along the shore.

    建議設想的單索麵斜拉橋設計，設想橋墩在岸邊按單元預制。
  3. What ' s more, we put forward some experienced formulas on the basis of the cortical analysis. the result of the research show that by installing diffluent piers with low ridge, we can eliminate the root of oscillatiny water jump, perfect the energy dissipation effect of water jump, also, we can improve the flow condition of down - stream. the fact that the main flow of down - stream is in the middle, not only effectively lower the speed of the bottom flow in the ridge rear, alleviate the erosion to the river bed, but also avoid the heavy wave resulted from the main flow in the surface, thus improve the surface wave of down - stream obviously. we can work out the body style parameters of diffluent piers with low ridge according to the project flow condition and experience formulas, and then reckon the down - stream surface wave condition for the protected building of the down - stream bank

    研究結果表明：設置低坎分流墩后，消除了擺動水躍水舌擺動的根源，提高了水躍的消能效果，改善了下游水流流態。下游水體的主流在中部，既有效的降低了坎后水流底流速，減輕水流對河床的沖刷，又避免了主流位於表面導致波浪過大的結果，下游的水面波浪明顯得到削減。依據經驗公式，可根據工程水流條件設計出低坎分流墩的體型參數，進而估算出下游沿程的水面波浪，為下游岸邊的砌護提供依據。
  4. The crackings occurred on the retaining wall and side piers of a flood gate during construction and the causations are investigated, inspected and analyzed, and then the relevant control measures are put forward based on the endangering degree from the cracks on the structure ; by which the normal operation function of the gate is guaranteed

    摘要針對某水閘工程在施工過程中擋墻及邊墩產生的裂縫，進行了裂縫特徵的調查、檢測和引發裂縫原因的分析，並根據裂縫對建築物的危害程度，提出了相應的控制措施，較好地保證水閘正常運行的功能。
  5. In combination with the construction practice of abutment no. 2 great bridge and no. 1 medium - scaled bridge, the paper introduces the construction technology of rock - socketed piles in highway engineering

    摘要通過邊墩2號大橋和羊山1號中橋的施工實踐，介紹嵌巖樁在公路工程中的施工工藝。
  6. The clear span of a bridge is the gap from the near edge of the next.

    橋梁的凈跨，是自一個橋墩的近側邊到相鄰橋墩近側邊之間的間距。
  7. The cavitation doesn " t appear on the front of aeration - baffle under the conditions that the aeration - baffle surface smoothness is controlled and that a lot of air is supplied from the back of the aeration - baffle

    在控制墩頭邊壁不平整度及墩后大氣充分供應條件下，墩頭在試驗范圍內不產生空蝕。
  8. Built on sheer mountain ridges, it has perfect defense works formed by watchtowers, battlements, barracks, and etc

    城墻建在陡峭山脊之上，敵樓墩臺、邊城掩體，水關煙墩等形成了完備的軍事防禦體系。
  9. The seismic responses of the pier with shallow foundation on the sites are studied using ansys software, and the computing results with or without the frozen layer under two boundaries are analyzed and compared

    摘要利用ansys軟體，對類場地上的挖井基礎橋墩在兩種邊界條件下的凍土和融土的地震反應進行了計算，並對結果進行了分析和比較。
  10. The results indicate that the seismic responses of pier under the viscous - spring boundary are less than that under the fixed boundary, and the seismic responses of pier on the site with the frozen layer are much less than that without the frozen layer

    結果表明類場地上的挖井基礎橋墩，來用粘彈性邊界時的橋墩地震反應比固定邊界時的地震反應小；凍土時的地震反應比融土時的地震反應明顯減小。
  11. The intermediate piers in the side - spans of multispan cable - stayed bridges were analyzed to discuss their stiffening effects on the type of bridge

    討論了邊跨輔助墩對多塔斜拉橋的加勁效果。
  12. By adjusting pile lengths and pile numbers, the settlement of pile foundation increased from the main span to the side span to such an extent that it matched the settlement of the embankment at both ends of bridges without any special treatment

    分別通過調整樁長和樁數，使樁基沉降從橋梁主跨逐步增大，而在路橋連接處使邊跨橋墩沉降與橋坡填土沉降基本一致，實現路橋沉降協同，從而開辟了解決橋頭跳車問題的新途徑。
  13. On the process of simulation the deformation after excavation at the middle frusta and the vertical slope at three gorges permanent shiplock, program the fortran procedure to perfect model creation and the capability of the pre - procedure and post - procedure in flac - 3d

    在模擬三峽永久船閘中隔墩和直立邊墻開挖卸荷變形過程中，編制fortran程序，完善flac - 3d建模功能和增強其前後處理能力。
  14. After excavation, there are concentration phenomenon of stress at the corner or the shiplock room, and the tension zone lies in half of the middle part as well as the part of the two slopes to the lower part of the upright wall. finally the analysis results are compared with site monitoring data in period of construction as well as the feedback reports, the result of all comes to meet with each other very well

    開挖完成後，在閘室拐角處存在不同程度的應力集中現象，中隔墩上部1 2的巖體及南北邊坡至直立墻頂部平臺以下的部分巖體為拉應力區。在兩側邊坡及邊墻的塑性區出現在損傷區和部分卸荷影響區內，中隔墩大部分區域的巖體都進入了塑性狀態，閘室底板處的塑性區基本上與損傷區一致。
  15. And the conclusion can be obtained thatrafter excavation, the horizontal deformation increased continuedly with the depth of excavation. while the whole deformation takes on a tendency of nearly horizon and slightly downward. the middle part of the shiplocks maintains the state of unloading feedback during the excavation, when the excavation is finished, it expands toward two sides

    本文研究發現開挖完成後閘室直立墻和南北邊坡的巖體水平方向變形隨著開挖深度的下降而不斷增大，開挖完成後的總體變形表現為近水平略向下。中隔墩在開挖過程中，始終處于卸荷回彈，開挖完成後，中隔墩向兩側張開。
  16. The surrounding rock mass of the tgp shiplocks is jointed rock mass cut by well - developed discontinuous joints. the middle frusta and vertical border wall are the important components of the lock room construction. its deformability and stability will directly affect the construction function and using security

    永久船閘區巖體屬於一種斷續節理切割的裂隙巖體，中隔墩和直立邊墻是閘室結構的重要組成部分，其變形大小和穩定程度將直接影響三峽航道的結構功能和運行安全。
  17. I remember something, too, of the green grave - mounds ; and i have not forgotten, either, two figures of strangers straying amongst the low hillocks and reading the mementoes graven on the few mossy head - stones

    我還隱約記得綠色的墳墩也並沒有忘記兩個陌生的人影，在低矮的小丘之間徘徊，邊讀著刻在幾塊長滿青苔的墓石上的銘文。
  18. Shankou spillway project has many specific characteristics, for example, the gate frusta and weir body have equivalent thickness, the weir body is low and have corridor, the foundation of the weir body is " high - low foot " " and the side frusta is also used as retain wall. in view of the characteristics, to better analyze the stress distribution on weir body, gate frusta, the joints between gate chamber and weir body, under the condition that the gate chamber is applied with asymmetrical loads and complicated constraints, three dimensional finite element method is applied in this paper

    本文針對山口溢洪道閘墩與堰體底板厚度相當，堰體為低堰且設有廊道、堰體建基面「高低腳」及邊墩兼作擋土墻等具體特點，在閘室設計中采山口水利樞紐工程溢洪道閘室三維有限元整體應力計算分析用三維有限元整體應力計算方法分析閘室的受力狀態，分析閘室在荷載不對稱。
  19. 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。
  20. The basic conclusions are as follows : ( 1 ) under the common effects of dead load and temperature, the internal forces of two intermediate piers are obviously larger than those of two side piers of five - span continuous rigid frame bridge

    通過本文的研究，得出如下主要結論： （ 1 ）對於五跨連續剛構橋，在自重荷載和溫度變化作用下，兩中墩內力顯著小於兩邊墩內力。
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