砌拱 的英文怎麼說

中文拼音 [qìgǒng]
砌拱 英文
arching the roof
  • 砌 : 砌Ⅰ動詞（用磚、石等壘） build by laying bricks or stones Ⅱ名詞（臺階） step
  • 拱 : Ⅰ動詞1 （兩手相合 臂的前部上舉） cup one hand in the other before the chest 2 （環繞） encircle; ...
  1. Brickwork _ structures _ desc ; vaults and cylindrical structures used in medieval churches needed this technique of bricklaying to form its structures without angularity

    中世紀不帶稜角的拱頂和圓柱建築需要這種砌磚技術
  2. Riprap protection for dam slope on the upstream of daguangba earth dam

    梅村水庫砌石拱壩防滲加固設計
  3. Numerical analysis of secondary lining in double - arch tunnel

    雙連拱隧道二次襯砌施工數值分析
  4. Evaluation of the effect of collapse in top area of a double - arched tunnel on its the secondary lining

    雙連拱隧道洞頂坍方對二次襯砌穩定影響評價
  5. Optimized techniques for fabricating the secondary lining of a two - storey shallow subway station with single arch and one row of columns excavated by mining method

    單拱單柱雙層淺埋暗挖地鐵車站二次襯砌優化施工技術
  6. Pass through mechanical model calculate, discover the vault and arch foot part in the tunnel secondary lining thickness is weakness part, so at the design and construction must strengthen these part

    通過力學模型計算，結構在拱腳與仰拱交接處以及拱頂部位為隧道二次襯砌混凝土結構的薄弱部位，設計和施工時應著重加強。
  7. At the part vault and arch foot in the tunnel secondary lining thickness, the standard difference and variance parameter is large than others, so insure the part thickness achieve design require by adjust construction craftwork

    隧道二次襯砌厚度在拱頂和拱腳的部位的標準差和變異系數較大，在施工中應該考慮調整施工工藝，確保這兩個部位的厚度。
  8. The third mosque is the hk 26 - million kowloon mosque and islamic centre and its located at 105 nathan road in tsim sha tsui, kowloon. this three - storey building, with a handsome dome and four minarets, is highlighted by marble grille work and decorative arches

    樓高三層的建築物，設有堂皇的圓頂及四個尖塔，由大理石堆砌而成的墻壁及雕花拱門，充滿莊嚴的不凡氣派，可容納會眾約2 ， 000人。
  9. With an analysis of soil liquefaction potential for free field of nanjing metro line 1 under 7 degree earthquake, as well as for excavated field, in line with railway engineering anti - earthquake design specification, dynamic triaxial tests and theoretical analysis using efficient stress method, the author comes to the conclusion that, when metro plate is located at layer s and the layer is thick, liquefied area is at metro bottom plate ; in some local section liquefied area is at metro top plate, or arch sides at the top of metro in most places

    摘要採用鐵路工程抗震設計規范、動三軸試驗及有效應力的理論分析相結合的方法，對南京地鐵南北線（ 1號線）區間隧道開挖后其地基土在7度地震情況下的土層液化情況進行分析得出：當隧道底板坐落在5層且5層較厚時的液化區出現在隧道襯砌底板處；局部地段液化區出現在隧道頂部及拱腰；大部分地段的液化區出現在隧道頂板上方。
  10. Study on plunge pool concrete lining stability for flood dischare of a high arch dam

    高拱壩泄水墊塘襯砌穩定性研究
  11. Combined with the real example of monitoring pressure on the supporting system in the long span underground space of dk7 + 692 section at jiao - xin line of chongqing light railway, it is set forth the methods about choosing the support system and its parameter, digging methods of underground space, measuring and testing methods for the stress of the support system ; the testing results and variation pattern were analyzed for the stress of the initial supporting i - steel axial stress of bolt, stress of shot - concrete, supporting pressure of temporary i - steel and stress of steel of the second lining, then, the reason for deformation of the support system induced by sharp increase of i - steel was determined

    摘要結合重慶市輕軌較新線大坪車站大跨度地下空間dk7 + 692斷面施工支護體應力監測的工程實例，闡述了該大跨度地下空間支護結構的參數選擇、地下空間的開挖方法、支護體結構的應力量測方法及測試手段；分析了支護體初期支護工字鋼拱應力、錨桿軸力、噴射混凝土內應力、臨時工字鋼支撐應力、二次襯砌鋼筋應力等測試結果和變化規律；確定了工字鋼拱應力急劇增大而可能引起支護體系失穩的原因。
  12. Through analyzing all kinds of construction methods of building metro station under shield driven method in many countries, this paper studies the construction technique ( method ) of building metro station under shield driven method, taking in guangzhou no. 3 metro line, and linhe xilu station as the actual object. according to station class, function and topography and geology, the station schemes of twin - bore tunnel ( island ), firstly, three parallel tunnels ( island ), tri - bore tunnel ( island or side ) and four parallel tunnels ( island or side ) are proposed. secondly, the shape and main parameters of station structure on two schemes are analyzed with load - structure mode, for different overburden depth of tunnel and lining thickness, etc. thirdly, the construction process is simulated in 2d fem.,

    根據建站的規模、使用功能及站位地形地質條件，提出了兩連拱結構島式站臺車站、三條平行隧道島式站臺車站、三連拱結構島式和側式站臺車站以及四條平行隧道島式和側式站臺車站方案；採用荷載?結構模式，對四種方案的主體結構的形式和重要參數進行分析研究，分不同的埋深、襯砌結構厚度和拱形結構的拱跨比進行了多組數值計算；採用平面有限元方法對四種車站結構的開挖施作過程進行了模擬分析。
  13. Rc - masonry combination arch bridge makes rc arch ribs as former spanning structure and falsework of upper masonry ' s construction. finally, reinforced concrete and masonry together form arch ring

    它提出了以rc拱肋作為先期的跨越結構和後期高強石砌體砌築的施工支架，最終由石砌體和rc拱肋共同形成主拱圈的構思。
  14. An eskimo dwelling, especially a dome - shaped winter dwelling built of blocks of packed snow

    拱形圓頂小屋一種愛斯基摩人的住宅，主要是用冰磚砌成的圓頂的冬季住宅
  15. In virtue of finite element program, this paper calculates the model of rc - masonry combination arch bridge in the stages of construction and use in this paper. based on these data, it analyzes the structure behavior of the reinforced concrete arch ribs and the masonry arch ribs using methods of inner force and stress

    本文藉助有限元程序對rc -石砌體組合拱橋的計算模型進行了施工階段和使用階段的計算，並採用應力疊加和內力疊加兩種方法對rc拱肋和石砌體拱板的受力特性進行分析。
  16. The impressive facade of the green - brick study hall is distinguished by the solemn granite - block wall base and the overhanging roof supported by ornamental brackets, camel humps and granite columns

    書室正面以花崗石塊和青磚築砌，屋頂檐下是雕刻精美的斗拱、駝峰和花崗石支柱。
  17. Sentiment real - crystal palace stone structure, dian beams and columns, fang, windows, stone, decorated kiss and so on, all with engraved stone into components, then assembled joints mao formed

    天乙真慶宮為石砌仿木結構，殿梁、柱、枋、門窗、斗拱、吻飾等等，全部是用青石雕鑿成構件，然後榫卯拼裝而成。
  18. It is a three - hall building and the second hall is the place for worshipping the clan s ancestors. its wall and door are decorated with rare rocks, and the crossbeams and brackets are finely carved

    祖祠門墻用珍貴的紅粉石疊砌而成，橫梁和斗拱飾以精緻雕刻，還有石灣制的瓷鰲和獅子裝飾，甚富傳統色彩。
  19. Application of static pressure grouting technique in stone structure arch bridge

    靜壓注漿技術在石砌拱橋加固中應用
  20. Rc - masonry combination arch bridge abandons the disadvantages of conventional masonry arch bridge ' s falsework type construction, which makes longer construction time, higher cost and against protecting environment. compared with double arch bridge, it has better arch ring ' s integer and smaller distortion in the stage of use

    Rc -石砌體組合拱橋摒棄了傳統石砌拱橋採用有支架施工造成的工期長，造價高，不利於環境保護的缺點；相比于雙曲拱橋，主拱圈具有整體性好，使用階段變形小的優點。
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