連結螺栓 的英文怎麼說

中文拼音 [liánjiēluóshuān]
連結螺栓 英文
binder bolt
  • : Ⅰ動詞1 (連接) link; join; connect 2 (連累) involve (in trouble); implicate 3 [方言] (縫) ...
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : 1. [動物學] (軟體動物) spiral shell; snail; conch 2. (螺旋形的指紋) whorl (in fingerprint)
  • : 名詞1. (可開關的機件) bolt; plug 2. (塞子) stopper; cork
  • 連結 : concatenate; joining-up copulation; structural connection; junction; anastomose; attachment; bond
  • 螺栓 : bolt; screw bolt; threaded bolt
  1. 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,通過拉釘自攻釘將鋼構底座墻面夾芯板和屋面板接組成的房屋系統。
  2. Ordinary bolt connecting bolts as a permanent use, when the design requirements or questions about its quality should be carried out when the smallest lag bolts kind complex load testing and the results were consistent with national standard 《 mechanical fasteners, bolts, screws and stud 》 ( gb3098 )

    普通作為永久性使用時,當設計有要求或對其質量有疑義時,應進行實物最小拉力載荷復驗,其果符合國家標準《堅固件機械性能、釘和柱》 ( gb3098 )的規定。
  3. The steel construction is made up of roof beam, post, purlin, roofing and wall, adopt the automatic production line to weld and take shape in the factory, construction site spend high - strength bolted joint reduce weld work load, make progress and quality receive the complete assurance

    構由梁、柱、檁條、屋面和墻體組成,工廠內採用自動化生產線焊接成形,施工現場用高強接,減少了焊接工作量,使進度和質量得到完全保證。
  4. 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接節點,包括常規焊( wfp )節點、翼緣全接( bfp )節點、雙t板接( dst )節點以及加勁端板接( 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,翼緣全接節點、雙t板接與加勁端板接節點都優于常規焊節點,可在實際工程中加以推廣。
  5. Body / bonnet joints on pacific valves are designed for rugged services with a more than adequate number of bonnet bolts

    美國太平洋閥門上的閥體/閥蓋構適用於惡劣的應用環境,可配置足夠數量的閥蓋
  6. 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

    活動圍墻採用鋼構柱,雙面夾芯彩鋼板或單層壓型彩鋼板通過接而成。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。
  7. We are specialized in producing sets of large - hex high - strength bolts, sets of torshear type high - strength bolts, sets of dacrolon bolts and cheese head studs for arc stud welding

    我公司技術力量雄厚,生產設備精良,檢測設備完善,是生產鋼構用高強度大六角接副、扭剪型接副、達克羅接副和電弧柱焊用圓柱頭焊釘的專業公司。
  8. High strength bolted connections and dog - bone connection are those of connections that were researched in some countries. there are not correlative clauses about these in steel structures design specification ( gbj17 - 88 )

    高強接和狗骨式接是目前國內外研究得較多的接類型,我國的鋼構設計規范中還沒有具體涉及到此方面的內容。
  9. 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接的實驗過程及實驗分析果,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。
  10. Steel construction. joint with controlled tightening bolts. installation schedule

    金屬構.可控拉緊接.安裝程序
  11. Metal construction. jointing by means of bolts with controlled tightening. execution of joints

    金屬構.可控拉緊接.接施工
  12. Metal construction. jointing by means of bolts with controlled tightening. calibration of torque wrenches

    金屬構.可控拉緊接.扭力扳手校準
  13. Metal construction. jointing by means of bolts with controlled tightening. fabrication and preparation of joints

    金屬構.可控拉緊接.接件製造和準備
  14. Metal construction. jointing by means of bolts with controlled tightening. methods of tightening and checking of bolts

    金屬構.可控拉緊接.拉緊和檢驗方法
  15. Metal construction. jointing by means of bolts with controlled tightening. structures requirements and checking of jointing

    金屬構.可控拉緊接.構造規定和計算
  16. Metal construction. jointing by means of bolts with controlled tightening. determinaiton of the conventional coefficient of friction

    金屬構.可控拉緊接.常規摩擦系數測定
  17. 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

    試驗果表明:拼接節點的延性遠好於樑柱焊縫接;較弱的拼接節點產生較大的塑性變形;接觸面的滑移、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。
  18. Practical design method for bolt end plate joints of light steel structure

    輕鋼端板接的實用設計方法
  19. For the high tensile bolt connection between girders and carriages of double girder overhead traveling crane with electric hoist, this paper analyzes the forces exerted on the bolts and gives their strength check procedures

    摘要介紹了葫蘆雙梁主梁與端梁接的高強度的校核過程,通過分析高強度的受力特點,建立校核模式,總校核步驟及方法。
  20. The results showed that the fatigue fracture of the connecting head happened first, which was related both to the working stress and to the processing of this part

    果表明,桿蓋首先發生疲勞斷裂,隨后導致的斷裂,而這種斷裂既與應力有關,又與零件的加工工藝有關。
分享友人