輕鋼龍骨 的英文怎麼說

中文拼音 [qīnggānglóng]
輕鋼龍骨 英文
lightgage steel joist
  • : 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...
  • : 鋼名詞(鐵和碳的合金) steel
  • : Ⅰ名詞1 [動物學] (古代傳說中的神異動物) dragon2 (古代巨大的爬行動物) a huge extinct reptile:恐...
  • : 骨名詞1 (骨頭) bone2 (物體內部的支架) framework; skeleton 3 (品質; 氣概) character; spirit ...
  • 龍骨 : 1 (鳥類的胸骨) a bird s sternum2 [中藥] fossil fragments3 (船隻、飛機、建築物等的支撐和承重結...
  1. Discussion on construction technology of light - gage steel joist gypsum - lath ceiling

    淺談輕鋼龍骨紙面石膏板吊頂的施工技術
  2. Comparative analysis of mechanical behavior of light gauge steel structure

    輕鋼龍骨結構體系受力性能的比較分析
  3. Experimental research on lateral force resistance of light - gauge steel compound wall

    輕鋼龍骨復合墻體抗側性能試驗研究
  4. Researches on nafc and lcfc plates and their screw connections with light - gauge steel members

    板及其與輕鋼龍骨自攻螺栓連接性能
  5. Experimental research on truss beam carrying capacities of new type of light - gauge steel system

    新型輕鋼龍骨體系桁架梁承載力試驗研究
  6. Qinggang keel structure pieces, caigang tiles, galvanized watts, composite board manufacturing, and processing ; metal plate, wire rod, decorative materials, building materials and hardware dianliao retail and wholesale

    輕鋼龍骨結構件、彩瓦、鍍鋅瓦、復合板製造、加工;金屬板材、線材、裝飾材料、建築材料、五金電料零售兼批發。
  7. Analysis on economy of interior partition board with prefabricated metal frame

    預制輕鋼龍骨內隔墻板的經濟性分析
  8. Analysis of new type of light steel multi - story structural system

    新型輕鋼龍骨多層結構體系分析
  9. The cracks ' reason analysis of light steel frame and papered gypsum

    輕鋼龍骨紙面石膏板裂縫原因分析
  10. Analysis on moisture transfer for two light steel - framed composite walls

    不同構造形式輕鋼龍骨復合墻體濕傳遞分析
  11. Thirdly, to improve the application of light gauge steel structure in our country, some experimentations of institute of new - style steel structure which adopting native productions are induced nally, three - dimensional finite element model is presented. compared with the tests, mumerical results are verified much accurate and efficient, therefore a reliable way is provided to utilize the computational technique adequately to reduce the tests and to utilize the experimental results adequately to improve design quality, ( 3 ) study on floor system. not only adequate strength, stiffness and integer stabilization must be provided, but also insulation, fire and acoustics must be satified

    本文首先論述了lgsfcbw各種破壞模式及其原因,總結了各因素對lgsfcbw抗剪性能的影響,從而為我國引進和應用輕鋼龍骨結構體系奠定了基礎;其次從試驗模型、試驗方法和試驗結果三方面探討了國外lgsfcbw抗震性能的研究,並分析該體系的破壞模式和抗震特性、提出研究建議;然後介紹了為推動輕鋼龍骨住宅國產化,我們採用國產材料開展的系列試驗;最後提出了lgsfcbw的有限單元分析法,數值計算與試驗結果一致,為充分利用計算技術減少試驗數量和充分利用試驗成果提高設計水平提供了一條可靠途徑。
  12. Concerning the tests, analyses, design and calculation of performances for light gauge steel framing, this paper focuses on following items : ( 1 ) the calculation of light gauge steel framed compound bearing walls ( lgsfcbw ) in compression and bending. based on north american specification and commentary for the design of cold - formed steel structural members, which was published by the american iron and steel institute, the detailed design requirements of wall stud assemblies are given considering the structural contribution of the attached sheathings and shear diaphragm is discussed briefly. then the calculational theoretic and method for sheathing braced wall stud assemblies complying with national code is brought up in compression and bending

    本文圍繞輕鋼龍骨體系結構性能的試驗、分析、設計和計算,主要進行了以下四方面的研究工作: ( 1 )輕鋼龍骨復合承載墻體的受壓、受彎計算:以美國鐵協會發行的北美冷成型構件設計規范及其規范說明為依據,重點考慮罩面材料對墻設計的影響,給出了目前對承重墻設計的具體要求,並對剪力蒙皮進行了簡要討論;然後提出了符合我國規范術語的剪力蒙皮作用的輕鋼龍骨復合承載墻體(即罩面支撐墻)受壓、受彎的計算理論和方法;最後對提出的計算進行簡化,使之完全與我國規范相符。
  13. Steel furrings for buildings

    建築用輕鋼龍骨
  14. Lightgage steel joist

    輕鋼龍骨
  15. 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

    本文取冷彎薄壁輕鋼龍骨住宅結構中用自攻螺釘連接的c型樑柱節點為研究對象,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。
  16. Because of cold formed thin - walled light steel structure ' s special construction, if draws the mechanics model according to the rigid connection frame, that will be over - evaluated the bearing capacity of the structure ; and if draws mechanics model according to the pinned connection frame, when the foot also adopts this kind of structural form according to the frame connections, that will form organization, and the calculation will be unable to go on

    由於冷彎薄壁輕鋼龍骨結構體系的特殊構造,如果按節點剛接的框架提取力學模型,將高估結構的承載能力;而如果按節點鉸接的排架提取力學模型,當柱腳也採用此種構造形式時,又會形成機構,使計算無法進行。
  17. Light gauge steel construction whose structural framing is constitutive of cold - formed steel members has been on a rapidly increasing sacle and has been used for low residential construction widely in the world since the construction has a series of prominent advantages such as light weight, high strength and stiffness, energy saving, environmental protection, ease of prefabrication and mass production, fast and easy erection and installation and so on, but its research and application has just begun in our country

    全部採用冷成型構件作為結構受力架的輕鋼龍骨住宅體系具有質、高強、節能、環保、施工速度快、易於產業化等特點,近年來在國際上發展迅速並廣泛用於低層住宅,但在我國研究和應用還處于啟動階段。
  18. In north america and europe developed country, cold - formed thin - walled light steel structure system in the residential housing is a kind of structure form that is adopted extensively

    在北美及歐洲等發達國家,冷彎薄壁輕鋼龍骨結構體系是低層住宅建築中被廣泛採用的一種結構形式。
  19. The effect of the attached sheathings is taken into account when the lgsfcbw in compression and bending is computed. a gap is supplied on native wall stud design code and the calculational method can be refered by designers and researchers

    輕鋼龍骨復合承載墻體受壓、受彎計算考慮墻罩面支撐的作用,填補了我國設計規范在此方面的空白,可供設計和研究參考。
  20. ( 2 ) the study on lateral resistance of lgsfcbw. because the lateral performance of the lgsfcbw is quite complex and dependent of many factors, theoretic calculation is unpractical and study is on the basis of test all over the world

    ( 2 )輕鋼龍骨復合承載墻體( lgsfcbw )抗側性能研究: lgsfcbw抗側能力影響因素眾多、理論計算困難,各國均以試驗研究為基礎而無合適的公式。
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