栓接板 的英文怎麼說
中文拼音 [shuānjiēbǎn]
栓接板
英文
pin plate-
The sentry box of the activity fully use internal wall panel and one s own intensity of the roof boarding, through draw nail, bolt, connection nailed to make up finalize the design the prefab system. construction swift, being portable, especially suitable for urban municipal administration, entrance guard room, service department, etc
活動崗亭是通過充分利用夾芯墻板及屋面板的自身強度，通過拉釘螺栓自攻釘將鋼結構底座墻面夾芯板和屋面板連接組成的房屋系統。The main popular theoretical method adopted to study end - plate connection is finite element technique under monotonic loading at present. this paper applies nonlinear ( material, geometry and contact ) finite element method to analyze the behaviors of connections under cyclic load at fist time. contact elements are set between end plate and column flange, screw cap and neighborhood plane, bolt bar and hole
對于端板連接的理論分析，目前國內外的研究主要局限在單向加載有限元分析范疇，本文首次採用三維非線性（包括材料、幾何與狀態非線性）有限元對端板連接進行了循環加載分析，端板與柱翼緣間、螺栓頭（帽）與相鄰板件間、螺栓桿與孔壁間都設置了反映邊界狀態的接觸單元。In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented
本文借鑒鋼框架節點構造，設計了四種類型矩形鋼管混凝土柱與鋼梁連接節點，包括常規栓焊（ wfp ）節點、翼緣全螺栓連接（ bfp ）節點、雙t板連接（ dst ）節點以及加勁端板連接（ sep ）節點，進行了四類節點8個模型試件在柱端低周反復荷載作用下的抗震性能試驗研究，比較了不同軸壓比下節點的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵，主要結論有： 1 、節點的位移滯回曲線與轉角滯回曲線為塊型分佈，沒有或略有捏攏現象，耗能能力強； 2 、軸壓比對節點滯回曲線有顯著影響，全部節點都有顯著的剛度退化； 3 、位移與轉角骨架曲線在峰值荷載後有較長的水平或下降段，具有良好的延性性能； 4 、從整體抗震性能上看，翼緣全螺栓連接節點、雙t板連接與加勁端板連接節點都優于常規栓焊節點，可在實際工程中加以推廣。Activity enclosure adopts steel construction, two - sided internal wall panel or single lamination type color wall panel pass bolted joint. all its parts are formed by standard component, assemble wantonly at the scene, fixing cycle short, the color can be as requested especially made. repeatable disassembly and assembly, without building rubbish, the appearance is beautiful
活動圍墻採用鋼結構柱，雙面夾芯彩鋼板或單層壓型彩鋼板通過螺栓連接而成。其全部部件均由標準件構成，現場任意拼裝，安裝周期短效果好，顏色可根據要求特別製作。可重復拆裝使用，無建築垃圾，外觀靚麗。The experiment procedure and analysis result about exteriorly extended end - plate connection with high strength bolt are introduced primarily ; each sample ' s dimension is given. the adding load equipment, measuring apparatus placed, measuring point established is detailed. adding load measure load and m - curve is produced ; the single span gabled frames horizontal displacement formula is deduced when the horizontal concentrated force is applied to it
重點介紹了外伸端板高強螺栓連接的實驗過程及實驗分析結果，介紹了各組試件的形狀尺寸、加載裝置、測量儀器安放、測點的布置等；給出加載方式及測出的m -曲線；計算出試驗節點的初始剛度；推導水平集中力作用下單跨門式剛架考慮節點半剛性的側移計算公式。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But results from studis of r. hansan and n. kishi have shown that only when the initial stiffness of connection is more than 105. 05 kn - m / rad, the joint is considered as rigid connection, otherwise it should be dealt with semi - rigid connction
但根據r . hansan和n . kishi等人的研究表明，當螺栓端板連接的初始連接剛度大於10 ~ （ 5 . 05 ） kn - m rad時，這種連接才可以看作是剛性連接，否則就應將其視作半剛性連接。Results showed that the ductility of bolt spjice is much better than welds, weaker splice joints develop larger plastic deformation, slipping between faying surfaces, bearing of bolts to hole surfaces and buckling of splicing plates are all ideal energy dissipation mechanism
試驗結果表明：螺栓拼接節點的延性遠好於樑柱焊縫連接；較弱的拼接節點產生較大的塑性變形；接觸面的滑移、螺栓與孔壁的擠壓和翼緣拼接板的屈曲都具有良好的耗能能力。Then an thorough computer modeling using finite element program with material, geometry and state triple - nonlinear taken into account is carried out on a series of influencing factors, such as comparison with npn - beam splice connection, comparison of varies designed theories, and the varying of fraction coefficient, diameter, grade, pretension and arrangement of bolts, thickness of web and flanges of beam and column, splicing location, axial loading on column, etc. lots of useful conclusions are drawn form computer modelling. finally, design and construction suggestions are given out. this study fills the black in the field of steel beam - to - column connection with cantilever beam high - strength bolted - splicing at both home and abroad
然後，本文在考慮材料、幾何和狀態三重非線性的基礎上，對該連接形式進行了全面的計算機模擬，主要考慮了帶懸臂梁段全螺栓拼接的樑柱連接節點與無拼接的樑柱連接及翼緣對接焊接腹板拼接的連接節點的對比，各種設計方法之間的對比，以及翼緣拼接和腹板拼接的螺栓間距、直徑和數量，拼接點與梁端之間的距離，梁和柱的翼緣、腹板厚度，柱的軸力，接觸面的摩擦系數，翼緣和腹板拼接板的厚度等因素的影響。Practical design method for bolt end plate joints of light steel structure
輕鋼結構螺栓端板連接的實用設計方法Standard specification for corrugated aluminum alloy structural plate for field - bolted pipe, pipe - arches, and arches
現場栓接管管拱和拱用波紋鋁合金結構板的標準規范Standard specification for corrugated steel structural plate, zinc - coated, for field - bolted pipe, pipe - arches, and arches
現場栓接管管拱和拱用鍍鋅波紋鋼結構板材的標準規范Vitreous enamel coatings for use on bolted steel panels - specification for coatings on bolted steel panels for use in industrial liquid storage tanks
栓接鋼板用瓷釉塗層.第2部分:工業液體儲罐用栓接鋼板瓷釉塗層規范Three kinds of bolted extended end - plate connections are tested. a series of parameters representing connections behavior are investigated and compared between the three types of connections. 2
進行了三種螺栓端板連接節點的足尺試驗，分析比較了它們的承載力、塑性變形能力等； 2But proper design of the end - plate connection has good ductility and can be subjected to severe earthquake
而螺栓端板連接這種連接形式只要經過正確的設計，就能夠表現出較好的延性，能夠承受較大的地震荷載。The extended end - plate connections is fit for installation and orientation, so it has been widely adopted in practice
螺栓端板連接由於其易於安裝和定位，施工較方便而被廣泛採用。The end - plate bolted connections are most calculated and designed as rigid connections in traditional designing, which leads to the significant difference between the calculation result and the real stressed state
摘要傳統鋼結構設計中將高強螺栓端板連接作為剛性節點，而實際情況下這種連接形式與計算結果有差異。The results show that the end - plate bolted connections are semi - rigid connections, and the flexibility of the connections affects the behavior of the frames, and their influences can not be ignored in the steel portal frame design and analysis
計算結果表明，高強螺栓端板連接是一種半剛性連接形式，節點剛度對門式剛架整體結構的內力和變形將產生較大影響，在門式剛架的分析和設計中，應考慮節點半剛性的實際影響。This paper studied the warp and stiffness of end - plate connection, and studied how the actual stiffness of end - plate connection influence stiff frame ' s displacement, and some design improvements are proposed. a methodology based on finite element modeling is used to establish strong bolted end - plate connection calculation model, and solved the interface between end - plates question and how to add bolt pretension when imitating end - plate connection ' s elastic material characteristic. through analyzing and comparing calculation results and experiment data, this paper summarized bolt force distribution, connection moment resistance, moment - rotation relationship and connection stiffness
筆者採用有限元方法，建立高強螺栓端板連接的計算模型，模擬了節點彈性階段的工作狀態，較好的解決了高強螺栓端板連接中的接觸面問題和螺栓預拉力的施加問題，通過對計算結果的分析以及與實驗數據的比較，總結出端板連接在彎矩作用下的螺栓拉力分佈規律、節點抗彎承載力及其影響因素，以及節點剛度特性及其對剛架性能的影響，同時，對端板連接受力變形性能也做了十分有益的分析，為輕鋼節點設計方法的改進提供了依據。Eight different span lightweight steel portal frames are analyzed with a finite element method in the paper. 3d integer models are made to analyze the influence on internal force and displacement
採用有限元方法針對8種不同計算跨度的輕型門式剛架建立了三維整體有限元模型，分析了高強螺栓端板連接的節點剛度對門式剛架內力和位移的影響。分享友人