bottom flange 中文意思是什麼

bottom flange 解釋
底部凸緣
  • bottom : n 1 底，底部。2 地基，基礎；根底；底細，真相，原因，根源。3 （樹的）根干；（山）麓麓；〈方，常 pl...
  • flange : n. 1. 【機械工程】法蘭（盤）；凸緣；邊凸緣製造機。2. （鐵路軌的）寬底。3. 【建築】（梁）翼緣。vt. 在…上安裝凸緣。 a flanged wheel 凸緣輪。
  1. Small rectangular backup bars were used to fabricate the web-bottom flange connection.

    在腹板與下翼緣的施焊中使用小矩形擋板。
  2. In addition, the main stress at the interface of the bottom flange and inclined web, which located at the interface with the diaphragm, is the largest. so, it should be taken more attention to them in design

    另外，橫隔梁與斜腹板及底板交界處的底板及斜腹板區域，其主應力數值最大，設計中應給予重視。
  3. Bottom flange plate

    底翼緣板
  4. Bulk freight wagons with pressure discharge ; pressure gauge with plate spring, radial bottom flange connection

    帶壓力卸料裝置的散裝料運貨車.帶板簧的壓力計.徑向
  5. Analysis could also show, to improve the stress distribution of the twin - box single cross section of cable - stayed bridge, it is the best way by thickening the bottom flange

    分析還表明，加厚底板對斜拉橋雙箱單室箱形主梁應力分佈的改善效果最佳。
  6. No stem guide in bottom flange to collect dirt. these valves are self - aligning and the guiding of the disc is independent of the bolted bottom flange

    底部法蘭內不需要閥桿引導，避免淤積污垢。這些閥門是自我對齊，閥瓣的引導不依賴于螺栓底部法蘭。
  7. In recent years, during the detection of the established reinforced concrete or the prestressed concrete box girder bridges etc. the large structures, we can find that the concrete in particular structural positions such as the anchorage zones of prestressed reinforcement with dense reinforcement, the prestressed pipe in which the space of reinforcement or the thickness of concrete cover is small, the top and bottom flange of box girder and so on has brought great difficulty to concrete construction because of the small size and densely - packed reinforcement

    對于變截面t梁、工字梁、箱梁等常見結構，截面形式復雜，一些部位尺寸較小且密集配筋，如梁頂板，梁底板，預應力管道間，混凝土不可避免的造成不密實導致耐久性降低，而這些問題往往為設計者所忽略。對于新建橋梁混凝土的密實度問題，尤其是新建橋梁關鍵部位的混凝土密實度和耐久性問題，人們研究和關心的較少，這也為橋梁的質量監督控制和使用壽命埋下了隱患。
  8. Results show that low - rise steel frame structures can ignore fracture of bottom beam flange in the low seismic intensity area. 2 build up the finite element model. through comparing the shell element result to the test result, it proved feasible in shell element model to get the behavior of beam - column connections under monotonic and cyclic loads

    2通過試驗結果與有限元模型計算結果的比較，驗證可以用殼元有限元模型來研究樑柱節點性能，實體有限元模型能很好模擬接觸問題和預拉力問題，混凝土有限元模型能夠較好的模擬混凝土結構的抗壓強度高和抗拉強度低的特性。
  9. Microplates - bottom outside flange dimensions

    小型板.底部外緣尺寸
分享友人
分享到 Line

分享到臉書