空心梁 的英文怎麼說

中文拼音 [kōngxīnliáng]
空心梁 英文
box girder
  • : 空Ⅰ形容詞(不包含什麼; 裏面沒有東西或沒有內容; 不切實際的) empty; hollow; void Ⅱ名詞1 (天空) s...
  • : 名詞1 (屋架中架在柱子上的長木) beam 2 (通常也指檁) purlin 3 (橋) bridge4 (物體中間條狀隆起...
  • 空心 : 空心on an empty stomach
  1. Hollow concrete plats construction with post - tension pre - stress method

    后張法預應力施工
  2. The method is as follows : calculating the length, angles and coordinates of pre - cast hollow slab in cartesian coordinate system, and then adjusting the width of hollow slab beams and length of cantilever boards to make the linear cantilever slabs close to the transition of mute

    具體方法是:採用直角坐標系計算預制板斜長、首尾夾角和起終點坐標,根據計算結果與路線線形之差,多次調整板寬度和懸臂長度,使外懸臂折線滿足路線的緩和曲線線形。
  3. From above analysis, it is proved that, because the internal force distribution of cast - in - situ concrete hollow floor is notably different to that of waffle slabs, designed as grillage beams and reinforced by these results, the technical advantage of this structure may not be exerted sufficiently so that leading to the increase of reinforcement

    通過以上分析證實,由於現澆樓蓋的與肋樓蓋具有顯著不同的內力分佈規律,現澆板按格進行計算並配筋,將不能充分發揮該結構的技術優勢,導致配筋量的增加。
  4. Tests on mould pressure for void concrete plate

    砼模板壓力試驗
  5. Static loading tests of a 20m hollow slab beam

    靜載試驗研究
  6. Construction technique for cast - in - situ continuous hollow - slab beam

    現澆連續施工技術
  7. Abstract : combined with the design of two prestressed hollow cement plate - bridge on west circle expressway of hainan province, the generall thought of design and structure disposal for straight girder bridge is explained

    文摘:結合海南省環島西線高速公路上兩座預應力混凝土板橋設計,介紹了在曲線上採用直板橋的總體設計構思和結構處理方法。
  8. 200mm 100mm safety fences and barriers for highways - specification for components for tensioned rectangular hollow section beam 200 mm x 100 mm safety fence

    公路的安全欄桿和護柵.張緊式矩形空心梁
  9. 100mm 100mm safety fences and barriers for highways - specification for components for tensioned rectangular hollow section beam 100 mm x 100 mm safety fence

    公路的安全欄桿和護柵.張緊式矩形空心梁
  10. The method for design thin - wall core box cast - in - site concrete hollow floor using common structural computing software is put forward and the scale for the magnifying stiffness coefficient of the spandrel beam and middle beam is discussed

    5 、提出了採用常用的結構計算軟體計算薄壁箱體現澆混凝土樓蓋設計的方法,提出了邊和中剛度放大系數的建議。
  11. The weight of this floor is small and the span of this floor is large. compared with the flat - slab floor, the flat - plate floor and the waffle floor, the cast - in - place reinforced concrete hollow flat - plate floor adapts the demands for the flat - plate floor system of this age. it has been used in some projects and has gained great social effects and economical profits

    現澆鋼筋混凝土板無樓蓋是一種新型的無樓蓋體系,它自重輕,跨度大,是繼帶柱帽的無樓蓋、平板無樓蓋、密肋無樓蓋之後,順應了時代對無樓蓋體系要求的新型無樓蓋體系,目前已經在一些工程項目上投入使用,取得了良好的經濟效益和社會效益。
  12. Quality supervision on prestressed hollow girder construction with post - tensioning method

    后張法預應力的施工質量監理
  13. Finite tension element analysis of post tensioning prestressed concrete hollow slab

    后張法預應力混凝土張拉有限元分析
  14. Supervision of construction quality of prestressed hollow slab beam by post - tensioning method

    后張法預應力的施工質量監理
  15. Introduction on putting prestressing in prestressed concrete hollow slab beam of qutan bridge

    曲潭大橋預應力砼施加預應力簡介
  16. Hollow slab beam

  17. Construction technology of pre - stressing concrete hollow plate beam precasted by monolithic tension method

    整體張拉法預制預應力混凝土
  18. Compared with the normal flat - plate floor, the cast - in - place reinforced concrete hollow flat - plate floor has two special characteristics. to produce the hollow floor, the hollow columns are pre - buried in the floor. there are concealed wide - flat beams between the frame columns

    和普通平板無樓蓋相比,現澆鋼筋混凝土板無樓蓋有兩個突出的不同點,一是在樓板內預埋圓筒形成樓板,二是在框架柱之間設有暗扁
  19. Vibration analysis and fem model of hollow circular beam with constrained damping layer

    圓形截面約束層阻尼整體單元建模與振動分析
  20. Based on the design case of shuangjianghe bridge on the segment from tongdao to jili in g209 national high - way which was being built, the linear cantilever slabs was made to fit transition curve of the route

    摘要以國道g209通道至吉利段改造工程中的雙江河大橋設計實例,研究位於小半徑緩和曲線上預制的外懸臂折線逐步逼近緩和曲線線形,與橋上路線線形一致。
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