樓板面層 的英文怎麼說

中文拼音 [lóubǎnmiàncéng]
樓板面層 英文
floor covering
  • 樓 : 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...
  • 板 : Ⅰ名詞1 （片狀硬物體） board; plank; plate 2 （專指店鋪的門板） shutter 3 [音樂] （打拍子的樂器） ...
  • 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...
  • 樓板 : [建築] floor; floorslab
  1. Student dormitory - 4 floors on the ground, total building area 3, 422 m2

    學員生活大樓地上4層，總樓地板面積3 ， 422
  2. Yuanfeng new building material co., ltd. is one of the biggest thermal insulation material producers in south china with annual output at 2 million square meters. established in 2000, the water - proof roof laminboard, purifying laminboard and other products made by the company are widely used in roof and wall panels for big span structure factory building, exhibition hall, purifying workshop, warehouse, combined house, indoor partition, building top attachment, refrigerator, automobile painting room, refrigeration frame and other buildings

    源鋒新型建材有限公司是華南地區最大的隔熱材料生產廠家之一，年產量達200萬平方米，始創於2000年，所生產的防水屋面夾芯板、凈化夾芯板等產品廣泛用於大跨度結構廠房、展館、凈化車間、倉庫、組合房屋、室內間隔、樓頂加層、冷庫、汽車?漆房、製冷風櫃板等建築的屋頂及圍墻面板等方面。
  3. In this paper, the author combines the theory analysis with the experiment research method, and discusses the seismic behaviours, 3d elaborate finite element analysis and simplified model analysis of a kind of multi - function tall building - " sub - shearwall supported by frame ", which is applied widely today. the main contents are as follows : in order to observe the failure process and the earthquake response of the complex structure, and to analysis the seismic behaviour of the structural system and structural members, a 1 / 20 cement mortor model of a complex tall - building which is about to be built was producted and the shaking table test of this model under 26 sorts of earthquake loads was made. using sap2000 finite element analysis program, a 3d analysis model was built in computer, and the elastic time - history analysis of the model was done

    本文採用理論分析和試驗研究相結合的方法，研究了目前應用較多的綜合性大廈? ?框支分區剪力墻高層商住樓的抗震性能及空間精細分析和簡化分析方法，主要內容為以下幾方面：對一擬建的復雜高層建築結構，採用1 20比例的空間整體模型，進行了26種工況下的模擬地震振動臺試驗，觀察了結構的破壞過程和地震反應，分析了結構及構件的抗震性能；建立了結構的精細空間模型，利用sap2000n大型有限元分析程序對結構進行了彈性時程分析；通過有限元分析與試驗結果的對比，對結構的抗震性能和抗震能力做出綜合評價，認為該結構由於轉換層上部去掉部分樓板，既可滿足建築設計的通風、採光等要求，又可達到協調結構轉換層上、下樓層抗側剛度的效果，是一種較理想的有多道抗震防線的結構型式。
  4. ( 4 ) according to the principle of " repair as the old ", the schemes of foundation strengthening, the schemes of the body structure, the schemes of the shear wall strengthening, the schemes of the floor strengthening, the schemes of the brace layout, the schemes of the switch floor construction and special strengthening scheme such as carbon fiber, the wall steel wire grid strengthening are achieved in this paper

    按照「修舊如舊」的原則實現了照舊色做舊，使新舊構件的色澤差別諧調。依據上述原則，論文實現了基礎加固施工方案，主體結構加固施工方案、剪力墻加固施工方案、樓板拆除支撐和砼施工方案、支撐布置方案、高層主體結構轉換層施工方案、木屋蓋拆除方案以及特殊加固工程施工技術如粘鋼加固、碳纖維布加固、墻面鋼絲網加固等。
  5. The research object in this text is the actual project - - the mansion of yatingyuan ( 40 layers above the ground, 125. 4 meter high ). the structure - design is by satwe and the analysis of the structure dynamic characteristic and earthquake response by sap2000, whose calculation models are set up according to the actual size of the structure. in satwe, the analysis model of beam and column is simulated by frame - element, slab is plane - element, shear - wall is wall - element and slab is infinitely rigid in the internal and zero in the external ; in sap2000, beam and column is frame - element, slab and shear - wall is shell - element and slab is elastic floor

    本文以實際工程項目? ?雅庭園商業中心大廈（地面以上40層，建築總高度為125 . 4米）為研究對象，結構設計採用satwe ，結構的動力特性和地震反應分析採用sap2000 。結構satwe和sap2000分析的計算模型均按結構的實際尺寸建立， satwe分析模型的樑柱採用桿元模擬，樓板用薄壁殼元模擬和剪力墻用墻元模擬，樓板平面內無限剛、平面外剛度為零； sap2000分析模型的樑柱採用桿元模擬，樓板和剪力墻用殼元模擬，樓板為彈性板。
  6. Thereinto, the transfer beam and transfer truss are used, while for the high - rise building with complex figure, only the transfer slab can be used. because there are few studys on transfer thick slab at present, this paper will discuss the problem

    使用較多的是梁式和桁架式轉換層，而對于上下柱網軸線錯開的體型復雜的商住樓，則只能採用厚板結構轉換層，由於這方面的理論研究還不多，本文就此展開討論。
  7. Experiment building - 4 floors on the ground, 1 floor underground, total floor area is 10, 788 m2

    實驗大樓地上4層地下1層，總樓地板面積10 ， 788
  8. Education training building - 6 floors on the ground, 1 floor underground, total floor area is 10, 374 m2

    教育訓練大樓地上6層地下1層，總樓地板面積10 ， 374
  9. Taiwan sugar corporation is located on the east side of tainan city, ovefiooldng the looping chung - hwa east road section 3. it s 4, 113 square meters in size, with a 15 - story building above ground, and five levels of basement, measuring up to 16, 740 pings in floor plan

    臺糖公司百貨商場位於臺南市東區，面臨三十公尺外環道中華東路三段，面積4 ， 113平方公尺，興建地上15層地下5層，總樓地板面積約為16 ， 740坪。
  10. In the information and software sector, emphasis will be placed on seven industries involving digital video and audio systems, electronic equipment used in cars and ships, mobile telecommunications equipment, optical electronic products and new types of plate monitor, integrated circuits, electronic industrial controlling systems, computers and related equipment and medical electronic apparatus

    如日本展團將在展場里用參展的高端建築材料按1 ： 1的比例搭建一座7米高的二層樓房的樣板間，所有樓房的墻體地面門窗等材料都將採用日本最先進的高端建築裝飾材料，室內的廚房衛生間及客廳等也都將使用環保傢具。
  11. The same year, the bonded area was expanded into a new administrative area, which included the dagushan island, dadi island and most parts of the dayaowan coastal areas, serving a group of important docks in dalian port - the dayaowan container dock, the ore dock, the oil dock and the grain dock. this expansion was approved by the central government

    如日本展團將在展場里用參展的高端建築材料按1 ： 1的比例搭建一座7米高的二層樓房的樣板間，所有樓房的墻體地面門窗等材料都將採用日本最先進的高端建築裝飾材料，室內的廚房衛生間及客廳等也都將使用環保傢具。
  12. From above analysis, the thesis gets conclusions as following : ( 1 ) the frequencies of multi - tower building are so dense and the coupling in each mode is so evident that the cqc method instead of srss should be used to calculate the seismic action effect ; ( 2 ) torsion effects is distinct between the modes of asymmetry multi - tower structure and it is necessary to take translation - torsion coupling into account ; ( 3 ) the effect of the enlarged base rigid on the seismic properties is very big, the rigid ratio of the enlarged base to towers in asymmetry multi - tower structure should be designed in a proper range ; ( 4 ) the distribution of plane rigid is asymmetry because of the asymmetry layout of towers. the torsion effects of structure not only result in large torsion internal force in vertical element resisting lateral displacement, but also make large influences on the stress of transfer plate and near floors, thus it is necessary to strengthen those floors

    通過上述分析，得出以下主要結論：多塔樓結構存在頻率密集現象，各振型間耦聯效應明顯，地震作用計算應採用cqc組合原則而不能簡單地採用srss組合原則；非對稱多塔結構的振型中，扭轉作用明顯，平扭耦聯效應值得考慮；裙樓剛度對整體結構的抗震性能影響很大，非對稱多塔結構宜控制裙樓與塔樓剛度比在適宜的范圍；非對稱多塔易導致平面剛度分佈不均勻，結構扭轉效應不僅在豎向抗側構件中引起較大的扭轉內力，對轉換層樓板應力有較大的影響，且延續至相鄰樓層，對相應樓層均應採取相應的加強措施。
  13. " adventures in wild california " will send you careening down an icy, steep mountain face with snowboarders ; twirling on thermals above the clouds with skysurfers ; swimming through the oceans with otters and their surrogate human mother ; excavating the very heart of a thirty - story - tall giant sequoia with botanists and emerging from under the spray of one of the world ' s biggest surfable waves

    面對冰封雪蓋的陡峭山峰俯沖而下，穿著滑雪板在天空隨著熱氣流旋轉「沖浪」 ，與水獺和他們的人類母親暢游海洋，與植物學家一起探究30層樓高的巨杉，在世界上最大的沖浪泡沫中冒出頭來. . . . . .這一切， 《加州歷險》將帶你經歷。
  14. The total construction area is more than 220, 000 square meters, including : 200, 000 - square - meter residential acreage for about 1, 500 households ; a complete set of public construction with an area of 20, 000 square meters, including multiple auxiliary facilities, such as kindergarten, senior citizen activity centre, supermarket, hospital, racket court, swimming pool etc. the building is very much favored for the 4 dot mode high buildings, 11 plate mode high buildings, the transparent design, all - electrified communities and beautiful view and afforestation

    項目佔地150餘畝，容積率為2 . 0 ，綠化率45 % ，總建築面積22萬余平方米，其中住宅面積20萬平方米，總戶數約1500戶配套公建面積2萬平方米，包括幼兒園老年活動中心超市醫院網球場游泳池等多項配套設施。 4棟點式高層11棟板式高層，全明設計，全電氣化社區以及優美的景觀和綠化，使樓盤推出后即受到各界的青睞。
  15. Dream of city, located at dang cheng of macau road and next to macau technology university, was invested by1. 5 billion dollars in total, with the area of 452, 000 square meters, structures of 32, 000t, project cost 450, 000, 000hong kong dollars. this project consists of 8 parts and the total area of floor surface is about 220, 000 square meters

    澳門新豪天地「夢幻之城」 ，該工程位於澳門路?城，毗鄰澳門科技大學，總投資約15億美元，面積45 . 2萬平方米，其中鋼結構部分約3 . 2萬噸，工程費用為4 . 5億港元，該工程分為8個區域，樓層板面積約為22萬平方米
  16. Though district scale relatively little, view is it have characteristic, modes in chinese operatic music little on the senior level and in district very much rare nanshi have on the senior level design either to form a complete set, disposition, house type of area say compared with nanshi most building too more rationally

    雖然小區規模較小，景觀配套也無特色，但板式小高層和高層的設計在南市區十分少見，房型面積的配置較之南市大多數樓盤來說也更趨合理。
  17. The ratio of story shear rigidity as well as the equivalent lateral rigidity ratio of story above the transfer story to the story under the transfer story should be designed properly to avoid the transfer story becoming weak story, thus the shear walls and the columns in the large base will not yield before the elements above the transfer story ; ( 2 ) the translation - torsion coupled effects and the vibration in the plane should be considered in analysis of structure with large base and muti - towers

    轉換層的設計除應控制層剪切剛度比外，還應控制轉換層上部與下部結構的等效側向剛度比以避免薄弱層出現在框支層，保證地震作用下落地剪力墻和框支柱不先於轉換層上部結構進入屈服狀態；大底盤多塔樓結構的分析必須考慮平扭耦聯振動和樓板平面內振動的影響。
  18. Standard practice for installation and preparation of panel type underlayments to receive resilient flooring

    用在彈性樓板下面的板狀墊層產品的安裝和準備的標準實施規程
  19. Trough comparing the analysis results of two kinds of calculation model, drawing the following conclusion : ( 1 ) this structure - design satisfies the standard ; ( 2 ) in analyzing the complicated high - rise building with transfer - floor, it is very necessary to adopt at least two three - dimension - space analysis procedures with different mechanic model and use the response - spectrum analysis and time - history analysis to analyze the structure earthquake response ; ( 3 ) the calculation model with elastic slab is better than the other with being infinitely rigid in the internal slab and zero in the external slab, which reflects the real load - function situation of the structure

    通過比較兩種分析軟體的計算結果，得出以下結論： （ 1 ）本結構設計滿足規范要求。 （ 2 ）比較satwe和sap2000分析結果可知，對于復雜的帶轉換層的超高層建築結構應採用至少兩個不同力學模型的三維空間分析軟體進行整體計算以及採用振型分解反應譜法和時程分析法進行地震反應分析是必要的。 （ 3 ）在sap2000分析中，將樓板模擬成彈性板，與satwe分析中的樓板平面內無限剛平面外剛度為零的模擬方式相比，這種模擬方式能更真實的反應結構的實際受力情況。
  20. Referring to three kinds of plan irregularity, structures individually with four kinds of irregularity as eccentricity in one direction, eccentricities in two directions, re - entrant corner irregularity and diaphragm discontinuity have been analyzed to investigate the relationship between torsion effects and parameters of above irregular structures. the parameters and the schemes for determining the scope of structures with different kind of irregularity considering seismic action in two directions simultaneously are proposed, some conclusions have been get as following : it is indicated by the analysis results that torsion effect has no dependency relation with eccentric torsional angel adopted in code for seismic design for buildings. it is suggested that the eccentric torsional angel should not be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricity in one direction due to irregular mass layout, the relative eccentricity can be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricities in two directions due to irregular mass layout, the ratio of relative eccentricities in two directions and the angel of them can be take as the parameters of torsion effect of structures considering seismic action in two directions simultaneously ; it is indicated by the analysis results that the torsion effect has no dependency relation with re - entrant corner ratio adopted in code for seismic design for buildings as

    所取得的主要結論有：結構的扭轉效應與《抗震規范》所採用的扭轉不規則指標即偏心扭轉角之間的相關性較差，偏心扭轉角不宜作為判斷結構是否計及扭轉效應及需考慮雙向水平地震作用的界定指標；對于樓層間均勻偏心的多層單向偏心結構，建議採用相對偏心距作為需考慮雙向水平地震作用的界定指標，並給出針對不同平面尺寸的界限相對偏心距；對于樓層間均勻偏心的多層雙向偏心結構，建議採用兩個主軸方向的相對偏心距及其夾角作為界定指標，結合單向偏心結構的界定方案進行需考慮雙向水平地震作用的結構范圍界定；凸凹不規則結構的扭轉效應與凸凹比例無正相關關系， 《抗震規范》要求所有平面布置不對稱的凸凹不規則結構計及扭轉效應的規定欠妥當，建議凸凹不規則界限值從30改為15 ，只要求分析採用空間模型比較合適； 《抗震規范》關于有效樓板寬度較小的結構需計及扭轉效應的規定很有必要，樓板局部不連續的結構需採用符合樓板實際剛度的計算模型予以分析，可使用相對偏心距（及其夾角）參照單向（和雙向）偏心結構的界定方案，界定樓板局部不連續結構是否需要計入雙向水平地震作用下的扭轉效應。
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