鋼支座 的英文怎麼說

中文拼音 [gāngzhīzuò]
鋼支座 英文
bridle iron
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  1. Shaft sinking - abutment for guide ropes - safety requirements and testing

    打豎井.導向鋼絲繩用支座.安全要求和試驗
  2. Gas cylinders ; welded steel gas cylinders, stamped marks description plate, plate holder, sealing rivet

    氣瓶.焊接鋼氣瓶的壓印標志說明牌牌支座.鉛封鉚釘
  3. ( 3 ) it is known that load effect is not consistent with the section resistance incommon section continuous composite beam. a kind of composite beam with itsrational section size is suggested, which is consist of the t shape concrete beam andsteel girder. this kind of composite beam not only has enough carrying capacity, almost has same positive and negative resistance moment, but can decrease theamount of the steel

    （ 3 ）分析可知連續組合梁的跨中、支座截面處荷載作用效應及截面抗力規律不匹配，本文提出了採用t形混凝土梁和工字鋼代替一般的混凝土板和工字鋼的組合梁截面形式，並給出了截面尺寸比例，能使正負截面抵抗矩接近，符合組合梁受力特徵，減少了材料用量，滿足承載力和剛度等要求。
  4. After an introduction to the research on the software for the design of the variant steel arched girder construction, the creation of the structural model, the structure of the supporting seat, the design of the variant arched girder, and the measures taken to ensure the stability of the plane surface of the arched girder, the thesis goes to study the methods for the hoisting and the angle setting of the long - span arched girders, as well as the bolting of the axle pin in the hinge support

    論文首先對變異鋼拱架結構設計可採用的軟體、結構模型的建立、支座構造形式、變異拱梁的設計，以及保證拱梁平面外穩定所採取的措施等進行了研究，然後研究了大跨度變異鋼拱架弧形梁吊裝、角度的調整、鉸支座穿軸銷等的施工方法，最後對施工完成後的位移進行了實際量測。
  5. In this study, sts - - the steel construction design module of pkpm, a software program of china " s institute of the construction science - - is employed to create the construction model in order to study the construction of the supporting seat. a mechanical analysis of the variant arched girders was implemented, with the result that consturction documents meeting mechanical requirements were designed for the hinge support, the roller support and the steel girders

    本文採用中國建築科學研究院pkpm軟體的鋼結構設計模塊sts ，從結構建模入手，根據規范要求研究了支座的構造形式，通過對變異拱梁的力學分析，設計出符合力學模型的鉸支座、滑移支座和變異拱處鋼梁的施工圖。
  6. This can be accomplished by mounting the elements on a heavy steel table placed on antivibration supports.

    將元件裝在沉重的鋼制臺面上，並將臺面放在隔震支座上，即可滿足這一要求。
  7. In the light metal system of roof, continuous cold - formed steel purlins of the z - sections are lapped each other in the rafter of roof

    輕鋼屋面結構中斜卷邊的z型鋼檁條通常在支座處相互搭接。
  8. In this paper, the construction method for the hinged steel bearings and hinged sliding plate bearings specially designed for the bridge is presented

    介紹針對本橋專門設計的鉸軸鋼支座和鉸軸滑板鋼支座施工方法。
  9. It is made of quality steel plate, which is stretched forming welded and plastic sprayed with bubble cement filled in its inner cavity. its pedestal is plated with zine and cast aluminum alloy, which height is adjustable and can be self - locked

    線槽蓋板，地板採用優質鋼板經拉深成型點焊噴塑內腔填充發泡水泥填料，支座為鍍鋅結構，高度可調並能自鎖。
  10. First, the author carried out static experiment on the 1 : 1 model of fixed support beam strengthed by external prestressing and by bonding steel plate

    首先，進行了1 1模型的體外預應力法和粘鋼法加固固端支座梁的靜載試驗。
  11. Request prices within the range metal gates, balconies and additionally on steel stairs, banister, railing systems as well as further on stair plants can be enquired with gebr der m ller stahlbau o. h. g. by email

    是一家現代化、值得信賴的產品供應商，該供應商從事欄桿，護欄系統，梯式支座裝置、階式支座裝置，鋼梯的製造和銷售。
  12. Clamping plates for securing rails onto steel supports

    軌道固定於鋼支座上用的夾板
  13. In light of the simulative research results, three methods are applied to analyze some controversial problems in this kind of structural system ( such as the concrete pouring sequence of continuous ends, the applying sequence of pretensioned force, the removal of the temporary supports, the concrete pouring style of continuous ends, the optimization of constructional reinforcement and prestressed reinforcement ). some important conclusions are drawn : the concrete pouring sequence of continuous ends should be in accordance with the principle of " interval end " ; the removal of temporary supports is also on this principle ( opposite to traditional opinions ). at the same time, other problems such as the shrinkage and creep effects of concrete, the c racking and failure pattern, the optimization of reinforced bars and prestressed bars are also analyzed in detail

    在此基礎上，對于目前先簡支后連續結構體系中存在的一些有爭議的問題（如后連續端部澆築和后連續預應力張拉的順序、體系轉換中的臨時支座拆除順序、后連續端部澆築方式、后連續端部的預應力筋及普通鋼筋的優化等） ，我們分別運用三種方法進行了細致的模擬分析、研究，並得出了一些具有重要工程意義的結論：后連續端部的澆築順序和后連續預應力張拉的「隔跨」原則，臨時支座拆除的「隔跨」原則（此前人們一直認為「對稱澆注和對稱張拉」是最為合理的施工工序） ，混凝土的收縮、徐變對先簡支后連續結構體系的影響一般較小等。
  14. On the basis of simplified calculation model presented by doctor wangxiaoping, some finite element models are set up. by finite element model program sap93, an analysis of static models of 18m - span and 30m - span w666 acmr in different supporting conditions is made. also a study on the relation between definite support displacement, which reflect variational stiffness of substructure represented by steel column or reinforced concrete column, and load - carrying capacity mechanical performance is made too

    本文以w666金屬拱型波紋屋頂為研究對象，沿用王小平博士的簡化計算模型，對18m 、 30m跨波紋拱兩端不同支座形式（鉸支、固支和彈性支座）分別利用有限元計算程序sap93進行計算分析，研究波紋拱在不同跨度，不同支座形式下，不同外荷載作用時對該結構受力性能及穩定承載力的影響，同時分析下部支承鋼柱、鋼筋混凝土柱的剛度變化體現為允許支座位移的大小與結構受力性能及穩定承載力之間的關系。
  15. It is madeof quality steel plate, which is stretched forming, point welded and plastic sprayed with bubble cement filler filled in its inner cavity. its pedestals are plated with zinc and cast aluminum alloy, which height is adjustable and can be self - locked

    四角連體支承結構，採用優質鋼板經拉深成型點焊噴塑，內腔填充發泡水泥填料，支座為鍍鋅及鑄鋁合金結構，高度可調並能自鎖。
  16. Top - directly as a basis and foundation of the bearing surface as the top - embedded steel bearings or bearing surface, the supporting surface, the anchor bolt ( anchor ) position should be consistent with the allowable deviation of norms

    基礎頂面直接作為柱的支承面和基礎頂面預埋鋼板或支座作為柱支承面時，其支承面、地腳螺栓（錨栓）位置的允許偏差應符合規范的規定。
  17. Steel profile supports for vessels ; maximum permissible moments on the vessel wall due to profile support loads

    容器的型鋼支座.第4部分:支承負荷通過支架作用於容器
  18. Four sides supporting structure. after draw molded, spot welded, high quality armor plate is filled with froth cement filling in the lumen, sticked hpl melamine anti - static paster or pvc anti - static paster on the surface and enchased conductive embeder. the whole body is galvanized. the raised pedestal can lock itself and be adjusted

    採用優質鋼板經拉深成型點焊噴塑，內腔填充發泡水泥填料中，表面粘貼hpl三聚氰胺防靜電貼面或pvc防靜電貼面，四周鑲嵌導電嵌條，支座橫梁整體鍍鋅，支座高度可調並能自鎖。
  19. Inclined stirrups are not effective in beams resisting shear reversals, such as seismic loads, because the reversals will cause cracking parallel to the inclined reinforcement, rendering it ineffective

    也就是說，哪怕縱向鋼筋不彎起（保證支座叢筋在上下都足以抵抗地震力產生的彎矩） ，箍筋用斜的，也不行！
  20. Vessel supports made of steel sections ; dimensions, material and design

    容器的型鋼支座.尺寸材料和結構
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