鋼架高標 的英文怎麼說

中文拼音 [gāngjiàgāobiāo]
鋼架高標 英文
steel tower
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 架 : Ⅰ名詞1 （用來放置東西或支撐物體等的東西; 架子） frame; rack; shelf; stand 2 （毆打; 爭吵） fight;...
  • 高 : Ⅰ形容詞1 （從下向上距離大; 離地面遠） tall; high 2 （在一般標準或平均程度之上; 等級在上的） above...
  • 標 : Ⅰ名詞1 [書面語] （樹梢） treetop; the tip of a tree2 （枝節或表面） symptom; outside appearance; ...
  • 鋼架 : steel frame鋼架廠房 steel frame mill building; steel frame mill plant; 鋼架結構 steel frame const...
  • 高標 : tower
  1. According to the experimental results of the four knots designed for it, we has arrived at that the dimensional angle iron framework is truly efficient to knot

    通過對試驗結果的分析及與理論計算結果的對比，發現與預策的結果很接近，說明空間角鋼骨架切實能夠有效地提高節點抗震性能的各項指標。
  2. Fourth, the paper treats two kinds of hoisting projects of high alititude construction in bulk and member assembly, hositing machine and plan layout, setting up scaffold and joints, and installing trunks, branches and joints etc. then in detail discusses the method which applys total station to measure three - dimensional coordinate of dendriform structure, including selecting survey sign points, creating survey system and converting survey coordinate system etc. the paper also deep research on the welding performance, welding method, welding process, welding stress and control, welding strain and rectification, weld defects analysis and weld quality inspection, and so on complicated heterogeneity steel weld proplems

    接著系統的論述了高空散裝法和分單元安裝法兩種樹狀結構吊裝方案，樹狀結構吊裝機械及平面布置，樹狀結構胎架及節點的搭設，以及樹狀結構樹干、樹枝和節點的吊裝工藝等諸多工藝問題。詳細的論述了採用全站儀對樹狀結構進行空間三維坐標測量的方法，包括測量標志點的選取、測量系統的建立及測量坐標的轉換等問題。深入地研究了樹狀結構可焊性、焊接方法、焊接工藝、焊接應力及控制、焊接變形及矯正、焊接缺陷分析及焊接質量檢查等復雜的異種鋼焊接問題。
  3. It is the economy prefab of environmental protection of a kind of brand - new concept which designed by our company, divided ordinary type, standard type and top - grade types. but according to the customer s demand, this prefab carry on the space association with the standard modulus, adopt the light steel construction to form its skeleton system, and with internal wall panel and pu roof panel enclose protecting and roofing system

    是本公司推出的一種全新概念的環保經濟型活動房屋，分普通型標準型和高檔型三種。可根據客戶的需求，以標準模數進行空間組合，採用輕鋼結構形成其骨架系統，並以夾芯墻板及pu瓦形成圍護及屋面系統。
  4. Xutai eiectronics co., ltd. is new & hi _ tech in tegrity of desidning, r & d, producing and marketing in automatic olgistics machinery, storage products, stainless steel, smt related equipm ents, antistatic products, non - stand products

    旭泰科技有限公司是一家專業從事自動化物流機械、倉儲貨架、不銹鋼無塵製品、 smt周邊配套設備、防靜電產品、非標產品之設計、研製、開發、生產及銷售的一體化高新企業。
  5. The enterprise competition is gradually vigorous nowadays, enterprises has to provide a good training environment and condition for their employees, thus promising the employees ’ competence to raise the core competency of the enterprises. this thesis puts forward laiwu steel group web - based training application model by analyzing the iso10015 quality standards, performance analysis technology, ieee1484 frames, scorm etc. the model comprises training demand analysis, training design and plan, training implement, training evaluating & mending etc. the research aims at providing an instruction model for laiwu steel group to carry out web - based training

    當今時代企業競爭日趨激烈，企業必須為員工創造良好的培訓環境和條件，從而保證員工的素質不斷提高，以提高企業的核心競爭力。本文結合萊鋼集團公司員工培訓的實際，通過對知識管理理論、 iso10015培訓標準、績效技術、 ieee1484框架、 scorm規范等思想和規范的分析以及網路培訓運作管理過程中的問題分析提出了萊鋼網路培訓應用模型。該模型由培訓分析、培訓設計與策劃、培訓實施以及培訓效果的評估和改進等幾個部分組成。
  6. It is pointed out that wind vibration comfort control on tall steel structure by using modem control technique and the lateral deflection control on the frame - core wall structure by using outriggers can be realized

    指出了現代控制技術對高層鋼結構風振舒適度控制及外伸臂對框架核心筒結構體系水平位移指標控制的實現。
  7. In order to improve our technology in welding, in 2003 we passed the din6700 certification conducted by the german institute of slv for the welding quality system for aluminum alloy. in 2004 the company also passed din6700 certification for the car body of stainless steel cars, the carbon steel bogie, and the carbon steel car head

    為提高公司焊接水平， 2003年，我公司通過德國認證機構slv對鋁合金焊接質量控制體系進行了認證審核，即din6700體系認證， 2004年公司又通過了對不銹鋼車體碳鋼轉向架和碳鋼車頭的din6700標準認證。
  8. Three base isolation reinforced concrete buildings representing low - rise, mid - rise, and mid - high - rise buildings are modeled to perform structural simulations by utilizing sap2000 dynamic analysis. in which the isolator - seismic layer adopt some standard interlayer rubber isolator. numerical deformations and drifts are compared with those obtained from test data and experienced data to develop seismic design performence level of nonstructural elements. this research does not deal with structural strength or design, but rather deals with structural deformations and drifts that will have an impact on the performance of the architectural

    本文設計了三個基礎隔震的鋼筋混凝土框架結構，分別代表低、中、高層建築，其中隔震層採用標準件的夾層橡膠隔震墊，通過建立三維分析模型，運用sap2000軟體對結構進行非線性時程分析，分析結果與前人研究試驗結果分析對比，提出了非結構構件的抗震性能目標。
  9. The influences of the steel tubes on the failure modes of specimens, on the shear strength of core area of joints, on the stiffness of joints, on the ductility and on the energy dissipation. meanwhile, both the function of concrete - filled steel tubular core columns in raising aseismic strength and the hysteretic behavior of joints specimens have been studied. in addition, the failure modes, the strength, stiffness, the ductility and the energy dissipation of the joints between concrete - filled steel tubular core columns and prestressed concrete beams, of have compared with those of the joint between a reinforced concrete column and a prestressed concrete beam

    根據試驗結果，描繪了試件在低周反復荷載作用下的受力性能及破壞形態，分析了試件的有關強度指標、節點剛度、延性及耗能能力，討論了柱內鋼管對節點試件在破壞形態、核心區抗剪承載力、剛度、延性及耗能能力等方面的影響、鋼管混凝土核心柱對提高節點抗震性能的作用以及節點的滯回特性，比較了鋼管混凝土核心柱與預應力混凝土梁框架節點和普通預應力混凝土框架節點在破壞形態、節點強度、節點剛度、延性及耗能能力等方面的充業庶：鋼營捉枉土較心往與扭應力捉枉土要節點低周反復荷敢試驗研兜差異。
  10. Been conducted accurately on prestress losses due to friction and due to the deformation of ahchorage devices and on interrelation between the different prestressing tendon during the course of tension. digital and sensing technology was first utilized to carry out the investigation on the influence of fluctuations of temperature on prestress. it is concluded that prestressing construction of reinforced concrete frame structure of high building without taking the effect of temperature into account simply could n ' t satisfy the requirement of quality criteria in force

    本文對預應力摩擦損失、錨固損失以及不同的預應力筋在張拉過程中的相互影響進行了精確的現場試驗研究，首次利用數字傳感技術完成了溫度變化對預應力影響的研究；得出了在高層鋼筋混凝土框架結構施工中，不考慮溫度影響的預應力施工，根本滿足不了現行質量標準要求的重要結論。
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