軟墊層 的英文怎麼說

中文拼音 [ruǎndiàncéng]
軟墊層 英文
cushion course
  • : Ⅰ形容詞1 (質地不硬) soft; flexible; supple; pliable 2 (柔和) soft; mild; gentle 3 (軟弱) we...
  • : Ⅰ動詞1 (用東西支、鋪或襯 使加高、加厚或平正) put sth under sth else to raise it or make it leve...
  • : 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...
  • 軟墊 : comfort pad
  1. The papers whose research object is the 7 - floor frame - structure with isolator - seismic layer, in which the isolator - seismic layer adopt some standard interlayer rubber isolator. by establish a 3 - dimension finite - element modal and use the a nalysis soft - ansys, we can make dynamic analysis on the structure. by analyses we can get some response characteristics of the structure sparked by the normal and rarely earthquake of 8 - degree fortify intensity, by the double - horizons seismic and by the vertical seismic

    本論文設計了一7的具有隔震的框架結構並以此為研究對象,其中隔震採用標準件的夾橡膠隔震,通過建立三維有限元分析模型,運用大型有限元分析體? ansys對結構進行動力響應彈塑性時程分析,得出了結構在8度設防烈度下的常遇水平地震和罕遇水平地震激勵下的響應特性、在雙向水平地震波激勵下結構的響應特性和在豎向地震波激勵下結構的響應特性。
  2. When she came close and looked in she beheld indistinct forms racing up and down to the figure of the dance, the silence of their footfalls arising from their being overshoe in scroff - that is to say, the powdery residuum from the storage of peat and other products, the stirring of which by their turbulent feet created the nebulosity that involved the scene

    她走到屋前往裡一看,看見一群模糊的人影正按照跳舞的隊形來回奔跑著,然而他們跳舞的腳步卻沒有聲音,因為他們腳底下鋪的是一也就是說,鋪了一堆放土煤和其它產品的煤粉草渣,經過他們混亂腳步的攪動,就揚起一片煙雲,籠罩了整個場地。
  3. All purpose goggle. anti - fog shatterproof polycarbonate lenses with metallic coating. uv protection. adjustable tpr split head strap. integrated tpr soft frame and gasket

    多功能游泳泳鏡,聚碳酸酯纖維與金屬塗,防紫外線.泳鏡帶可調松緊.圈很,佩戴舒適!
  4. Flexible sheets for waterproofing - definitions and characteristics of underlays - underlays for walls

    防水用薄板.的定義和特性.墻襯
  5. ( 2 ) the lateral deformation is effectively limited by reinforced earth layers and the settlement becomes small. @ the lateral deformation is enlarged on soft foundations, and the settlement becomes large. @ the reinforced earth layers on soft foundations behaves extension. the response behaviors of high sand - gravel embankment are indicated as the following : ? he amplification factor of earthquake acceleration varies with reinforced earth structure. ( 2 ) the basic frequency of the original embankments in different reinforcement conditions is about 0. 76hz. ? the amplitude of dynamic deformation appears small and the dynamic stability is safe

    研究表明:加筋土體能有效地限制路堤的側向位移發展,減小沉降變形量;基路堤的側向位移較大,將顯著地增大路堤的沉降變形;基上加筋土中產生的拉應力最大;加筋砂礫土路堤在振動荷載作用下動變形反應較小,具有良好地動力穩定性。
  6. Several problems about soft - soil foundation treatment by replacing the layer under the ground

    換土法處理地基的幾個問題
  7. Jointing products. glazing materials and compouds for sealing. bedding devices made of flexible cellular materials. specifications

    接縫用品.密封用釉料和化合物.粘滯油基密封劑.柔蜂窩狀材料熱.規范
  8. There are many ways to handle the soft soil, such as : use the sand mat as a layer, carry to press in advance, press by thin film in the vacuum in advance, drain by use the sand well, drain by plastics plank, and reunite the foundation

    土的處理有許多方法,如:砂,堆載預壓法,薄膜真空預壓法,袋裝砂井排水法,塑料排水板法,復合地基法。
  9. Construction technology of pack - drain, sand cushion and geogrid method for soft ground improvement

    和土工格柵加固土地基施工技術
  10. So the research of new technologies of sft has become an imminent task. in this paper a new consolidation system named gsps ( geogrid stone pile system ) is advanced, which is a generic term of the three treatments of geogrid stone piles, sand underlay and ribbed base

    本文提出gsps基加固系統的處理方案,所謂gsps ( geogridstonepilesystem )基加固系統即是對土工格柵碎石樁,砂和加筋路堤三種方法聯合處理土地基的總稱。
  11. To improve the bearing capacity in varying ground conditions, soft spots are usually filled with consolidated hardcore or a weak concrete, before the foundation is laid

    為了在不同的地基條件下提高基礎的承載力,在澆注基礎前,通常用碎石加固或用強度低的混凝土來填充土質松的地方。
  12. Based on the discussion above, firstly in this article, it researches the deformation situation of pile soft soil flexible foundation of djcm pile composite ground under flexible foundations and the effecting law to the mechanic characteristics of soil while making pile through the model test in library

    基於上述考慮,本文首先通過室內模型試驗,研究了柔性基礎下水泥粉噴樁地基中樁、樁間土和柔性基礎(試驗中為砂)的變形情況,以及水泥粉噴樁在成樁過程中對樁間土物理力學性質的影響規律。
  13. At last, the author suggests that it is possible to improve soft roadbed using the steel - dregs cushion, this method possesses many advantages

    通過試驗、分析,認為鋼渣處理土路基在技術上是可行的,並具有經濟、施工周期短、節約土地等優點。
  14. Experimental study on the interaction characteristics between single direction plastic geogrid and soil

    筋土界面相互作用參數和加筋處理基的性狀研究
  15. The designing thought of suspending piles developing from the designing method controlled by deforming in feeble foundation and the optimizing method of plate designed developing from the optimizing design of the bearing capacity of composite foundation are studied, and the designing method of cement flyash gravel piles composite foundation considered the district differences is discussed combined with the local criterion of hubei province. according to the engineering project, the application of cement flyash gravel single - element piles composite foundation is studied in the high - rise building

    ( 4 )提出cfg樁復合地基區域性設計的一般原則,探討了土地基以變形控制設計方法發展起來的懸樁設計思想和對復合地基承載力進行優化設計的褥設計優化方法,結合湖北省地方標準討論了cfg樁復合地基考慮區域差異的設計方法,並通過工程實例探討了cfg樁一元復合地基在高建築地基處理中的應用。
  16. The composite foundation under an embankment is not same as that under rigid base in that an embankment provides enough space for pile stabbing into and embankment weight is a kind of flexible load so that their pile - soil stress ratios would be different

    加固土路基的復合地基不同於剛性基礎下設置的復合地基,路堤為樁體的向上刺入提供了足夠的空間,路堤荷載接近於柔性荷載,樁土應力比也將不同。
  17. Therefore, tension tests of geogrids, pull - out tests between geogrids and expansive soils or sands, the related geotechical tests of soil " s properties, and model tests of soft ground improvement, were carried out for obtaining the engineering properties, quality index of geogrids, interaction parameters of friction characteristics between reinforcement and soils, and the affecting degree of factors influencing the lateral displacement ( pile ) rate during the construction of embankment filling with ( residual ) settlement considered restrictively

    本文以國內外大量研究成果為基礎,集中力量開展控制變形的特種土作填料的物理改良技術和加筋在控制沉降基處理的作用研究,其核心是筋土界面相互作用關系。為此,進行了為確定土工格柵工程特性和尋找質量控制指標的拉伸試驗、筋土界面設計參數合理獲取的拉拔試驗及其配套土工試驗、基上路堤填築過程中坡腳的側向位移及其速率的影響因素的室內模擬試驗。
  18. Resilient floor coverings - specification for corkment underlay ; german version en 12455 : 1999

    彈性覆地材料.規范
  19. Flexible sheets for waterproofing - definitions and characteristics of underlays - part 2 : underlays for walls

    防水用薄板.的定義和特性.第2部分:墻襯
  20. Rubber hoses and hose assemblies - rubber - covered spiral wire reinforced hydraulic type - specification ; german version en 856 : 1996

    橡膠管和管組件.帶金屬絲螺旋的液壓管.規
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