栓接工程 的英文怎麼說

中文拼音 [shuānjiēgōngchéng]
栓接工程 英文
bolting
  • 栓 : 名詞1. （可開關的機件） bolt; plug 2. （塞子） stopper; cork
  • 接 : Ⅰ動詞1 （靠近;接觸） come into contact with; come close to 2 （連接; 使連接） connect; join; put ...
  • 工 : Ⅰ名詞1 （工人和工人階級） worker; workman; the working class 2 （工作; 生產勞動） work; labour 3 ...
  • 程 : 名詞1 （規章; 法式） rule; regulation 2 （進度; 程序） order; procedure 3 （路途; 一段路） journe...
  1. 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。
  2. Taking the design of the wind fairing of box girders for taoyaomen bridge as example, to facilitate the maintenance and service of the high strength bolts for articulation inside the wind fairing of the box girders and minimize the difficulties in fabrication and installation of the wind fairing, the manhole covers for the wind fairing sections are made of hpvc engineering plastics

    摘要以桃夭門大橋鋼箱梁風嘴設計為例，考慮到風嘴內部銷鉸連接高強螺栓維修檢查方便以及減小製造、安裝難度，風嘴段檢修開啟門採用硬聚氯乙烯工程塑料。
  3. The commonly used methods of connections, especially the high - strength bolted connection and welding with bolting mixed connections are discussed in more detail. the analysis for the problems, such as partial penetrated butt weld and welding deformation is also discussed in the paper

    對工程中採用較多連接如高強度螺栓連接、栓-焊混合連接等作了較深入分析；對工程中容易出現問題連接如不焊透的對接焊縫計算方法及可能出現的焊接變形及處理等問題也作了較深入探討。
  4. This paper introduces the advantages of steel structure and high - strength bolt connection, and through the engineering examples, expounds the control of the key quality points of big hexagonal high - strength bolt and the quality examination of the operation of high - strength bolt connection

    介紹了鋼結構及高強度螺栓連接工藝的優點，通過工程實例詳細闡述了對大六角頭高強度螺栓的質量關鍵點的控制以及高強度螺栓連接操作的質量檢查。
  5. Then calculate the member individually, including the calculation of load - behavior capacity, the calculation of high strong bolt with the method of connection with beam, the design method of stiffening rib, etc. the text educed the above - mentioned formula theoretically. 5. linking with windmill flat engineering example in the third youth flat engineering of yi zhuang development area, beijing, it and steel frame constitute the steel frame ? steel shear wall with slit system respectively are analyzed the whole structure by ansys and satwe

    既利用剛度等效的原則，把其轉換為工程計算軟體可以計算的支撐體系，然後對構件進行單獨計算，包括承載力的計算、和梁接合方法? ?高強螺栓的計算、加強肋的設計方法等內容； 5 、帶縫鋼板剪力墻與鋼框架形成鋼框架? ?帶縫鋼板剪力墻結構體系，結合北京亦莊經濟開發區青年公寓三期工程中的風車公寓工程實例，分別採用ansys和satwe進行了結構整體分析，兩者的計算結果相吻合。
  6. The connection of steel structures is an important part for the steel structural member. the types of connections which are commonly used in practical engineering, such as welding, bolting, high - strength bolting and mixed connections are discussed in this paper

    鋼結構連接是鋼結構構件的重要組成部分，本文結合工程實踐，著重對鋼結構中廣泛應用的連接形式，如焊接連接、普通螺栓連接、高強度螺栓連接和混合連接等進行了敘述。
  7. Beam - to - column connection with cantilever beam high - strength bolted - splicing in rigid steel frame is widely used in multi - stories or high - rise buildings and industry workshops in the usa and japan, which is also the recommended connection type in our technicall specification for steel structure of tall buildings and code for seismic design of buildings

    帶懸臂梁段高強螺栓拼接的剛性鋼框架樑柱連接在美國和日本的多高層房屋和工業廠房中有著廣泛的應用，也是我國高層鋼結構技術規程和建築抗震設計規范的推薦形式。
  8. Engineering drawing system can draw two dimension curve graphs, main detail drawing and assembly drawing. the curve of internal trajectory and dynamic simulation of particle external trajectory. the detail drawing includes the graph of chamber, grain design, connection body, nozzle, some standard part

    工程繪圖可以繪制二維曲線圖和零部件圖，其中二維曲線包括有內彈道壓（推）力?時間曲線、質點外彈道動態模擬曲線；零部件圖包括有標準螺栓與螺紋孔、燃燒室結構圖、裝藥設計截面圖、連接底結構圖、噴管結構圖及火箭發動機總體裝配圖。
  9. Crank arm is the one of the important components of air compressor and bears the drastic dynamic load during its working prcess. and then the dynamic load is transfered to the bolts and the nuts connecting the crank arm body and the top

    連桿是空壓機重要構件之一，其在工作過程中承受著急劇變化的動載荷，這一動載荷又傳遞到連桿體和連桿蓋的兩個連接螺栓及螺母上。
  10. Based on the investigation of research and application of concrete - filled tubular column to steel beam connections in china and abroad, according to engineering practice, six full - size specimens that the joints composed by concrete - filled square tubular column and i - shape steel beam divided as a and b groups have been tested under cyclic - loading in this paper. the three specimens of group a are connected by bolt - weld and the group b connected by welded at the end of beams

    本文在總結分析了國內外關于鋼管混凝土框架節點研究與應用現狀的基礎上，以實際工程為背景，在國內首次進行了a 、 b兩組共6個足尺節點試件的低周反復循環加載試驗，其中a組三個試件梁端採用栓-焊連接； b組三個試件梁端為全對接焊接。
  11. Main problems are the anti - slide test report and inspection record of high strength bolts that connecting structure steels have not been provided according to the requirement of design ; since there is no measurement certificate attached to the test report issued by the jincheng mine project quality inspection station of shanxi coal mine industry administration bureau, it will not be allowed to use these test reports as the one of unit project quality control documents

    主要是未按設計要求提供出鋼架連接處高強度螺栓抗滑移系數試驗報告和檢測紀錄；由山西省煤炭工業管理局晉城礦區工程質量檢測站出具的試驗報告無計量認證章，在今後的工程中不能再作為單位工程質量控制資料中的試驗報告。
  12. Having analyzed the check result of the torsional moment on the scene of the big hexangular high - stength bolts conjuncted in the service based on the engineering example, the paper gives two reseans about the lose of pretension the earlier checking of the moment and the inaccurate maintenance method

    摘要通過某工程實例，對在役大六角高強螺栓連接副現場扭矩復驗結果進行了理論分析，找出了高強螺栓預拉力損失的主要原因：一是現場扭矩檢測時間過早，導致預拉力損失不穩定，前期損失較多；二是使用中維護不夠。
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