樓蓋構造 的英文怎麼說

中文拼音 [lóugòuzào]
樓蓋構造 英文
floor construction
  • : 1 (樓房) a storied building 2 (樓房的一層) floor; storey 3 (房屋或其他建築物上加蓋的一層房子...
  • : 蓋名詞(姓氏) a surname
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : Ⅰ動詞1 (做; 製作) make; build; create; produce 2 (假編) cook up; fabricate; concoct 3 [書面語...
  • 樓蓋 : floor system
  • 構造 : structure; construction; constructional detail; tectonic; structural; makeup; anatomy; constituti...
  1. Secondly, from the ways of vertical resistant structural systems, floor structure systems, preserving systems, craftwork systems, and so on, this paper further analyses the appropriate steel structural technologies for tall buildings in above ways, and puts forward the strategies on how to combine steel structural technologies with tall building ' s plan forms, spaces, shape, details and so on

    論文進一步對鋼結體系高層建築適宜技術涉及到的豎向結系統、系統、防護技術、材料技術以及工藝技術等具體內容作了分析研究,並歸納出了鋼結高層建築各系統相應的適宜技術;提出了結合適宜技術的鋼結體系高層建築平面模式、建築空間形式與利用、藝術型與表現、細部技術與藝術處理等設計策略。
  2. Concrete structure of prestressed composite slab surmounts shortcoming of the traditional slab, has the merits of cast - in - site structure and assemble structure, such as larger integer rigidity, preferable anti - seismic property, lower material consumption and cost, shorter construction period, and simple construction technology. the structure can be applied to high - rise and popularized in engineering construction

    混凝土疊合克服了傳統的不足,兼有現澆和裝配式結之特點,具有整體剛度大、抗震性能好、節省材料、降低價、縮短工期、施工方便等優點,能在多、高層建築中使用,可在工程建設中廣泛投入應用。
  3. The laws of internal force distributing of this floor is summarized, such are : ( 1 ) structure as “ orthotropic slabs ” ; ( 2 ) abnormity of internal force distribution ; ( 3 ) greatly changing grads of negative bending values

    總結了該的內力分佈規律,即: ( 1 )上為「正交異性板」 ; ( 2 )板的內力分佈不均勻; ( 3 )板的負彎矩值變化梯度大。
  4. It has been found out that using a prestressed concrete flat slab floor can decrease the thickness of the floor slab, improve forced property and service functions of the structure, and so as to save materials, reduce cost and prevent the cracks of shrinkage and temperature

    採用預應力混凝土無梁可以降低板厚度,改善結的受力性能和使用功能,而且能節約材料,降低價,防止收縮和溫度裂縫的產生。
  5. When the elastic design method is used, the paper proposes the recommendation that designer can not consider second - order effect on structural internal force, but must consider the effect on drift computing, and also gives a simplification method for calculating the second - order drift. base on above research achievements and referencing current design codes and research documents, this text has done overall discussions on the elastic design method, the chief works includin

    基於前面的研究成果,參考現有各國鋼結設計規范和已有的研究文獻,本文首次對鋼結錯列析架體系的彈性設計方法作了全面的探討,主要工作包括材料的選用、件截面形式、件彈性設計方法、連接節點設計和詳圖、組合的設計、栓釘剪力連接件的設計。
  6. A material nonlinear finite element analysis for the cast - in - place reinforced concrete hollow slab that occurs from initial loading, cracking, yielding to failing is carried on. the cracking load, ultimate load, the displacement rules and the principal stress distribution rules of the hollow slab under the vertical loads are obtained. a material nonlinear finite element analysis for the single span hollow flat - plate floor is also carried on

    其次對空心板進行了從加荷、開裂、屈服直至破壞的全過程材料非線性有限元計算,得到了空心板在豎向荷載作用下的開裂荷載、極限荷載及位移和應力分佈規律;還對單跨無梁進行了材料非線性有限元計算,通過分析主應力場明確了柱上暗扁梁的作用;有限元計算的結果驗證了以上的理論分析並得到了一些重要的結論,對改進現澆空心板無梁措施有重要的參考價值。
  7. 3 - wire strands with tensile strength of 1570 mpa were collocated in the lower precast concrete slabs of superposed floor. the manner of reinforcement lap and other detailing were brought forward. plane dimensions of the tested floor are 9m and 12m, and height is 180mm

    本論文通過對前期試驗的分析總結,選用1570mpa的三股鋼絞線作預制底板的預應力鋼筋,提出了合理的板側橫向鋼筋搭接方式和其它措施,並按照現行規范設計並製作了試驗結平面尺寸9 12m ,板厚度180mm 。
  8. The detail procedures of the loading test on the ultimate bearing capacity under different load cases and the author ' s first - hand experience during the tests are documented in the paper. based on the experimental performance, it has been verified that the superposed floor assembled by the precast - prestressed sandwich slab working under the design and the reliability of the lateral connecting character of the slab

    在板側縫內施加后張法無粘結預應力,在上利用板側伸出的鋼筋相互搭接實現橫向傳力,變單向受力為雙向受力形成裝配整體式,可明顯改善的受力性能。
  9. First, integrating the under - load and structural performance of pre - stressed compound floor slab, the analytical theory and mechanic methods of compound floor slab were expounded, at the same time the filling materials were also studied

    首先,結合預應力復合的受力及特點,闡述了現澆預應力復合體系的分析理論及力學方法,並對其填充材料進行了研究。
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