墻墩 的英文怎麼說

中文拼音 [dūn]
墻墩 英文
pilaster
  • 墻 : 名詞（磚、石等築成的屏障或外圍） wall
  • 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. The stress status of concrete at face of sluice pier in the case of cold wave, pipe cooling and cast - in - place partial sluice pier and so on

    研究了寒潮、水管冷卻、整澆部分墻體等情況下閘墩表面混凝土應力分佈狀況。
  2. What is structural area points to form a building to bearing system, the area that the component part place such as mound of the wall of each component, column, wall and partition occupies disjunctive plane

    什麼是結構面積指構成房屋承重系統，分隔平面各組成部分的墻、柱、墻墩以及隔斷等構件所佔的面積。
  3. Structural area of the residence is to point to form a building to bearing coefficient, the area that the component part place such as mound of the wall of each component, column, wall and partition occupies disjunctive plane

    住宅的結構面積是指構成房屋承重系數，分隔平面各組成部分的墻、柱、墻墩以及隔斷等構件所佔的面積。
  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. The phenomenon of crack that appears in the hydraulic culvert and sluice is explained separately. the rule is concluded. the mechanism that forms the crack is studied

    對水工涵閘工程墩墻和底板混凝土的裂縫現象分別進行了闡述，總結其規律，分析其成因，並研究其開裂機理，為採取相應的工程防裂措施提供理論依據。
  6. Road safety barriers. in - situ concrete partition walls and low walls. implantation conditions

    道路安全隔欄.現場澆注混凝土隔離墩和矮墻.安裝條件
  7. Road safety barriers. in - situ concrete partition walls and low walls. specifications and control

    道路安全隔欄.現場澆注混凝土隔離墩和矮墻.規范和檢驗
  8. A platform or mound of earth within a fort from which guns are fired over the parapet

    炮墩，炮座堡壘內部的平臺或土墩，大炮可從中越過胸墻而發射
  9. 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。
  10. Introduced by prestressed pier in the gate of spillway in xiao xia hydroelectric power station, the text reasonably established 3 - d finite elements mechanic model by the advanced finite elements popular in the world which can expediently impose tension of anchor funicular at its place. it also considered possible diversified combination of loading, and indicated that the effect of its prestressed action is fruitful compared with its conventional counterpart by study of mechanic calculation in comparison. as a result, it vastly improved burdening state of pier. by analysis of 3 - d finite element method, it also gained the stress result indifferent boundary conditions such as breast wall joint support and fixed support, and the displacement result in diversified loading combination. those results gained the instructive and reference value in design of prestressed pier

    本文結合黃河小峽水電站泄洪閘預應力閘墩這一工程實踐，採用國際上已成熟的有限元方法，合理地建立了預應力閘墩的三維有限元模型，該模型可方便地按預應力錨索的點位施加錨索預張拉力，考慮了可能發生的多種荷載工況組合，並與無預應力閘墩結構進行了對比分析研究，指出其預應力效果是明顯的，可以大大改善閘墩結構的受力狀態，通過三維有限元分析，還得到了胸墻簡支、固端不同情況下的應力成果和各荷載下的位移成果，這些成果的取得對預應力閘墩的設計具有一定的指導和參考價值。
  11. In this paper, the pier - wall models respectively built with steel - fiber concrete and ordinary concrete were tested for revealing their early bebaviors of thermal strain and thermal stress caused by adiabatic heating

    為此進行了鋼纖維混凝土和普通混凝土2個墩墻結構的模型試驗，比較了二者的溫度及溫度變形的特性。
  12. 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。
  13. 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。
  14. 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。
  15. 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。
  16. 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。
  17. By finding the big penetrating crack in wangpu aqueduct upper frusta structure, the task group has adopted the integrated measures of chemical perfusion, carbonized fibre reinforcement and doping external surfaces to effectively reinforce the work, and improved the reinforcing techniques considering the characteristic of hydraulic engineering, made remarkable benefit in social, economic aspects

    摘要針對王鋪渡槽上部墩柱結構出現的大開度貫穿性裂縫，經過全面分析和多方案綜合對比，採用裂縫化灌、碳纖維加固、外表面刷塗水性環保型乳膠漆外墻塗料作為防護的綜合措施對原工程進行有效的加固處理，並結合水利工程的自身特點改進了加固技術工藝，取得了顯著的經濟和社會效益。
  18. 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。
  19. Systemic analyses of the practical engineering have been done. the engineering measures including post - pouring belt, part pier pouring with lock floor at one time and pipe cooling is been thoroughly studied. by applying these measures, the stresses in the concrete change

    針對實際工程混凝土施工需要，著重研究了后澆帶、部分墩墻和底板同時澆築和布置冷卻水管三種工程措施所帶來的混凝土應力的變化情況。
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