輕型柱 的英文怎麼說

中文拼音 [qīngxíngzhù]
輕型柱 英文
light column
  • : Ⅰ形容詞1 (重量小; 比重小) light 2 (數量少; 程度淺) small in number degree etc : 年紀很輕 be v...
  • 輕型 : light duty; light weight; light輕型飛機 lightplane; light aircraft; 輕型航空母艦 light aircraft c...
  1. Frame columns inset the filler - wall, avoided the influence that the comer of the room columns outstanding to indoorses view and take up the using space. at the same time, this structure has some advantages as the frame structure, such as arranging neatly, comparting easily etc., deeply welcoming by inhabitant and real estates company, is a building structure system that have the vast development foreground and satisfying the request of green building ". current, the reinforced concrete special - shaped columns structu re system lacks the actual measuring data of earthquake damage and the comprehensive aseismic performance of structure system, the structure system not yet is included in the national code, needing the thorough research

    鋼筋混凝土異結構體系,採用t形、 l形、十形截面代替傳統的矩形截面,以質材料製作的框架填充墻代替自重較大的粘土磚填充墻;框架隱于墻內,避免了屋角楞突出對室內觀瞻及佔用空間的影響,同時,又具有框架結構布置靈活、易於分隔的優點,深受住戶及房地產開發商的歡迎,是一種滿足「綠色建築」要求並具有廣闊發展前景的建築結構體系。
  2. The system is composed with concrete filled cold - formed square steel tube column, the beam with two cold formed c type steel welded together back to back, the slab with profiled - steel and concrete, the beam and the slab joined into composite steel - concrete beam. they all together make up of the bearing members. and the house also includes the light economical - energy sources heatproof walls

    該體系是以冷彎薄壁方鋼管混凝土為、冷彎薄壁c鋼背靠背高頻焊接組成工字梁、壓鋼板上現澆築混凝土組成組合樓板並與梁一起構成組合梁作為承重構件,以質節能保溫墻體作為圍護結構組成。
  3. The superstructure of the bridge is a three - span ( 80m + 130m + 80m ) continuous rigid frame. the main piers are single - column flexible solid piers, whose foundation are 2. 0m dug piles. the abutments are light - type box abutments, whose foundation are 1. 2m bored cast - in - place piles

    該橋上部為80m + 130m + 80m三跨連續剛構;主墩為單柔性實體墩,其基礎為2 . 0m挖孔樁;橋臺為箱式橋臺,其基礎為1 . 2m鉆孔樁。
  4. In order to cater this purpose, a minitype of lightweight concrete platform with a single tank and five legs is designed

    單罐、五腿質高強預應力砼平臺正是為了填補這項空白而設計的。
  5. The spray lands on a metal cylinder that is spinning at 7, 000 revolutions per minute, wrapping around it in layer after gossamer - thin layer until the result is a light, elastic material

    噴霧黏附於速度每分鐘轉七千次的金屬圓后,形成一層層細如蛛絲般的覆蓋物包裹住圓體,直到而有彈性的材質成
  6. After the vibration test and analysis on the chuhe bridge, we drafted to reinforce the bridge ' s double - pillar type light buttresses. we accomplished the testing buttresse reinforcement while under the premises of without railroad break - off. it outlined one of the optical methods to reinforcing the double - pillar buttresses of the whole bridge

    通過對滁河特大橋的振動測試分析,確定了該橋雙橋墩的加固方案,並針對在不中斷行車的前提下,研究制定了加固施工工藝,高質量地完成了試驗橋墩的加固工作,為全橋其他雙式橋墩的加固提供了可供選擇的優良方案。
  7. The wall was equaled to an elastic composite slab with silica bricks as main body and concrete rib beams, columns and outer frame as reinforcing fiber. ( 2 ) elastic - plastic stage. the wall was equaled to a rigid frame - oblique compression bar model in which concrete frame was equivalent to a rigid frame while silica brick was equivalent to a oblique compression bar

    ( 1 )彈性階段? ?將墻體視為一種以質砌塊為基體,混凝土肋梁、肋、外框為增強纖維的復合材料等效彈性板; ( 2 )彈塑性階段? ?將墻體視為一個由鋼筋混凝土剛架和與之鉸接的砌塊等效斜壓桿組成的剛架斜壓桿組合模; ( 3 )破壞階段? ?將墻體視為肋梁嚴重破損的梁鉸框架模
  8. By reason of enlarging useful chamber area, lightweight and according with the direction of wall material reformation, the frame structures with special - shaped r. c. columns are applied more and more widely in recent years

    鋼筋混凝土異形結構體系因為增加了有效使用面積,做到了節能適應功能變化需求,符合墻體改革方向,近年來在工程實踐中得到了越來越廣泛的應用。
  9. 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

    現澆鋼筋混凝土空心板無梁樓蓋是一種新的無梁樓蓋體系,它自重,跨度大,是繼帶帽的無梁樓蓋、平板無梁樓蓋、密肋無梁樓蓋之後,順應了時代對無梁樓蓋體系要求的新無梁樓蓋體系,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。
  10. A new type of structure, special - shaped column frame with bottom rectangle columns is suggested in this thesis. this structure is an important advancement of the frame structure system of the light dwelling house with special - shaped columns

    本文提出了一種新的結構式? ? 「底部矩形上部異形框架」結構體系,該結構是異形結構體系的重要發展。
  11. Therefore, the light steel portal frame system is compared comprehensively to the bent frame system of solid - web steel column and solid - web steel plate beam, the bent frame system of solid - web steel column and open - web steel pipe truss, as well as the system of rc column and open - web steel pipe truss

    因此對中小單層廠房中實腹式鋼加實腹式鋼板梁排架體系,實腹式鋼加空腹鋼管桁架排架體系以及鋼筋混凝土加空腹鋼管桁架排架體系與鋼門式剛架進行了綜合比較。
  12. This thesis fetches cold - formed thin - walled c steel beam - to - column connections with self - drilling screw connecting for being researched object in cold - formed thin - walled light steel structure system, have done the following three parts of research work to the performance of beam - to - column connection : ( 1 ) the resisting shear strength experiments of 20 pieces of jointing connected by self - drilling screws

    本文取冷彎薄壁鋼龍骨住宅鋼結構中用自攻螺釘連接的c鋼樑節點為研究對象,對節點的連接性能作了如下三部分研究工作: ( 1 ) 20個自攻螺釘連接試件的抗剪承載力試驗。
  13. Steel structure of light - weight buildings with gabled frames is a widely used steel structural style in china at present. this paper starts with the deficiency of the specificaion in calculating the effective length factors of gable portal frames. when the gable portal frame subjected to the vertical uniform loading, it conducts the arch effect ? 1. rafter axial force is large when the slope of rafter is big

    門式剛架房屋鋼結構體系是目前廣泛應用的一種結構形式,本文從規范中門式剛架的計算長度系數取值的不足出發,針對山形門式剛架在豎向均布荷載作用下產生的拱效應? ? 1 、斜梁傾角較大時產生較大的梁內軸力; 2 、產生跨變效應; 3 、高跨比較小的山形門式剛架會發生躍越失穩,採用整體分析的方法對山形門式剛架的穩定進行了分析。
  14. Refrigerated light hydrocarbon fluids. calibration of membrane tanks and independent prismatic tanks in ships. physical measurement

    質碳氫化合物製冷液.船上薄膜式罐和罐的標定.物理測量法
  15. Spring - type straight pins - slotted, light duty

    彈性圓銷直槽
  16. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在水平地震作用下,並考慮風荷載組合,分別對「矩形純框架結構」 、 「異純框架結構」 、 「異框一析架結構」及「異框-剪結構」等四種結構體系,通過改變結構參數,運用空間有限元方法,進行地震作用計算。系統地分析研究「結構振」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ,以及「構件內力」 。結果表明:在等面積原則下,異代換矩形后,結構剛度增大,側向位移明顯減小,地震反應力略有增加,框架軸壓比最大增幅小於8 % ,結構整體抗震性能有所提高;當異肢長肢厚比小於等於3 . 6時,結構有利於抗震;水平地震作用力與整體坐標夾角為0度時,結構地震作用效應較大,屬結構設計的控制因素之一;異框一析架結構採用「人」字斜撐,側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異框一剪結構側向剛度大、位移小,構件內力增大適中,是一種抗震性能優越的結構體系:在抗震設防烈度較高地區( 8度)和抗震不利的建築場地( m類場地) ,採用異結構體系時,應盡可能減結構自重,降低地震作用力;分別採用「振分解反應譜」法和「時程分析」法進行地震作用計算,兩種方法所得結果基本一致。
  17. The frame structure with special - shaped column excels in no prominence on the wall, enlarging useful chamber area, lightweight, according with the direction of wall material reformation

    鋼筋混凝土異形框架結構以其沒有棱、增加有效使用面積、節能、符合墻體改革方向,近年來得到廣泛的應用。
  18. Spring - type straight pins. coiled, light duty

    彈簧銷.盤繞式
  19. Light - duty hexagon head screw plugs

    六角頭螺旋塞.,圓螺紋
  20. Light tapered battery terminal post connectors for ground braidings

    第4部分:地面電纜編織套用錐形蓄電池接線
分享友人