面層混凝土 的英文怎麼說

中文拼音 [miàncénghúnníngtǔ]
面層混凝土 英文
facing concrete
  • 面 : Ⅰ名詞1 （頭的前部; 臉） face 2 （物體的表面） surface; top 3 （外露的一層或正面） outside; the ri...
  • 層 : i 量詞1 （用於重疊、積累的東西 如樓層、階層、地層） storey; tier; stratum 2 （用於可以分項分步的...
  • 混 : 混形容詞1. （渾濁） muddy; turbid2. （糊塗; 不明事理） foolish; stupid
  • 凝 : 動詞1. （凝結） congeal; curdle; coagulate 2. （注意力集中） fix
  • 混凝土 : concrete; beton; jetereting混凝土壩 concrete dam; 混凝土板 concrete slab; 混凝土標號 concrete gra...
  1. Simple exploration to the project of laying asphaltum concrete on cement pavement

    水泥路面加鋪瀝青混凝土面層方案適應性淺探
  2. Shaped steel / steel profile concrete beam. its characteristic is to enwrap a layer of concrete outside of the structural steel beam

    採用型鋼混凝土大樑，它的特徵是在鋼結構梁外面再包裹一層混凝土外殼。
  3. The application of polypropylene fibre concrete in bridge deck pavement

    橋面鋪裝層混凝土摻用聚丙烯纖維的探討
  4. Application of polypropylene fiber concrete in deck paving of a bridge

    橋面鋪裝層混凝土摻用聚丙烯纖維的工程應用
  5. In the layered model, transverse shear is ignored and material is assumed to be in a state of plane stress, and some other presuppositions are introduced, such as cracking of concrete takes place only in the plane perpendicular to the normal

    但是鋼筋混凝土板的非線性有限元研究目前一般都是採用分層法，將板分成若干混凝土層和鋼筋層，忽略橫向的剪切影響，各層混凝土材料按平面應力狀態處理，這與真實情況有區別。
  6. At last a probabilistic method of structure design of concrete pavement with lcb is advanced

    論文還提出了貧混凝土基層混凝土路面的概率型結構設計方法。
  7. The concrete pavement with lean concrete base ( lcb ) is a suited kind of pavement structure for heavy and over - heavy traffic. because of its excellence, it has good future

    貧混凝土基層混凝土路面是一種適用於承受重、超重交通的路面結構，由於其種種優點，具有很大的發展潛力。
  8. The existing methods of structure design of concrete pavement with lean concrete base are analyzed, proving that the equivalent stiffness method is proper for calculating load stress but not for thermal stress

    對貧混凝土基層混凝土路面現有結構設計方法的應力計算進行了分析，發現等剛度法用於雙層板路面的荷載應力計算是可行的，但用於溫度應力計算會引起較大的誤差。
  9. The load stress and the thermal stress of concrete pavement with lean concrete base are analyzed by three - dimensional finite element method, and the practical formulas of load stress under different axle load models and of thermal stress are get by regression method

    利用三維有限元方法對貧混凝土基層混凝土路面進行了荷載應力和溫度應力的大量計算，通過回歸，得出了貧混凝土基層混凝土路面荷載應力及溫度應力實用計算公式。
  10. The results indicate that the thermal stress and comprehensive stress of 6aa dam section and f6 fault concrete tuck during construction and operation are all within the allowed concrete tensive strength. the results indicate that the construction scheme of 6aa dam section and the disposal scheme of f6 fault is feasible and meet the need of dam temperature control and crack. prevention

    計算分析表明，施工期和運行期6aa壩段及f6斷層混凝土塞的溫度應力、綜合應力均未超過該工程碾壓混凝土的設計允許抗拉強度，表明6aa ，壩段的施工方案和f6斷層的處理方案在溫控和防裂方面是可行的。
  11. Through the analysis of above result, the distribution law of the temperature field and thermal stress field of 6aa dam section and f6 fault concrete tuck can be generally understood, and it provides scientific reference for the structure design and the selection of construction schemes

    通過分析上述成果，可全面了解6aa壩段及f6斷層混凝土塞的溫度和應力分佈規律，為結構設計和施工方案選擇提供科學依據。
  12. Based on the analysis of the causes for concrete cracking on surface of port works, corresponding measures were taken during surface concrete construction to prevent the occurrence of cracks

    摘要通過對碼頭工程面層混凝土「龜裂」成因的分析，在面層混凝土施工中採取配套措施，以減少「龜裂」的產生。
  13. It is studied in this paper by large - scale universal program ansys the problem about geometric non - linear effect on earthquake - resistant behavior of multi - storey and highrise concrete frame structure under strong - motion earthquake and is also analyzed in full spatial self - bracing function which is ignored by planar model of multi - storey and highrise concrete frame structure

    本文主要運用大型通用有限元程序ansys研究幾何非線性效應對多高層混凝土框架結構在強震作用下抗震性能的影響問題，另外，對多高層混凝土框架結構取平面模型所忽略的空間相互作用也詳加分析。
  14. Secondly, the author assumes material is elastic, separately adopts planar model and spatial model of the 6 - 12 - 18 - storey spatial concrete frames reckons in shear deformation and axial deformation and contrastingly analyzes lateral displacement of the frames under taft. e1 - centro and tianjfn seismic wave considering geometric non - linear effect or not in order to find out the rule about geometric non - linear effect on earthquake - resistant behavior of multi - storey and highrise concrete frame structure under strong - motion earthquake. simultaneously, the author weighs the effect of spatial self - bracing function on structural analysis by contrasting lateral displacement between planar model and spatial model of the frames

    其次，作者在彈性材料假定下，對六層、十二層、十八層空間混凝土框架，分別取其空間模型和平面模型，計入剪切變形、軸向變形的影響，按考慮幾何非線性因素與否，分別在taft 、 e1 ? centro及天津地震波作用下，作以對比分析，以找出幾何非線性效應對多高層混凝土框架結構在強震作用下抗震性能的影響的規律；同時，對平面模型與空間模型之間的空間相互作用，均以其幾何非線性情況下的位移反應作對比分析，來衡量空間相互作用對結構分析的影響。
  15. Concrete roofing tiles and fittings for roof covering and wall cladding - test methods

    屋頂層和墻壁覆面用混凝土屋面瓦及配件.試驗方法
  16. Concrete roofing tiles and fittings for roof covering and wall cladding - product specifications

    屋頂層和墻壁覆面用混凝土屋面瓦及配件.產品規范
  17. Concrete roofing tiles and fittings for roof covering and wall cladding - test methods ; german version en 491 : 2004

    屋頂層和墻壁覆面用混凝土屋面瓦及配件.試驗方法
  18. Concrete roofing tiles and fittings for roof covering and wall cladding - product specifications ; german version en 490 : 2004

    屋頂層和墻壁覆面用混凝土屋面瓦及配件.產品規范
  19. This paper investigates 15 r. c. beams under different conditions of cfrp amount, anchor condition and load history. the experiment results show that the flexural strength, stiffness and cracking behavior of rc beams can be improved. a failure mode caused by epoxy - concrete interface bond abating is observed and analyzed in this paper

    本文進行了15根鋼筋混凝土適筋梁在不同碳纖維粘貼量、錨固方式和加載歷史條件下的試驗，試驗結果表明，粘貼碳纖維加固後梁的正截面承載力提高，裂縫寬度減小，抗彎剛度有所增強；在試驗中觀察到了膠層?混凝土界面粘結失效導致的試件破壞形式。
  20. The front of the house was faced with concrete

    房屋正面塗著一層混凝土。
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