預拼裝 的英文怎麼說

中文拼音 [yùpīnzhuāng]
預拼裝 英文
preassembly
  • 預 : Ⅰ副詞（預先; 事先） in advance; beforehand Ⅱ動詞（參與） take part in
  • 拼 : 動詞1 （合在一起; 連合） put together; piece together 2 （不顧一切地干; 豁出去） be ready to risk...
  • 裝 : Ⅰ名詞1 （服裝） dress; outfit; attire; clothing 2 （演員的化裝品） stage makeup and costume Ⅱ動詞...
  • 拼裝 : assembly
  1. Each succeeding fabricated box is erected on trolleys.

    每段預拼的箱梁安裝在小平車上。
  2. 4. the hydrous rate of flooring should be below 20 percent

    前三排地板是全部安裝的基準，必須預拼接。
  3. Parallel wire strands supported the precast deck every 27ft.

    使用平行鋼絲索來支承預制拼裝的橋面結構，鋼索間距為27英尺。
  4. As a shipping agent, our company undertakes appointed agency and through transport for import and export of whole shipping container, large amount of bulk grocery goods and special goods, including documents preparation, shipping space booking for import and export, customs declaration, customs login, storage, bonded warehouse, hand over in port, assembling devanning and insurance

    作為海運貨代，我公司承辦海運集裝箱整箱拼箱及大宗散雜貨特種貨物的進出口指定代理聯運等業務，包括單證繕制進出口訂艙報關報驗海關預錄入倉儲保稅倉庫口岸交接拼裝拆箱保險等。
  5. Bright logistics ( shanghai ) co., ltd, located in wai gao qiao area, with first - class facilities, is a multi - purpose logistics company for warehousing, depot, and transportation services, mainly dealing in cfs consolidation, import warehousing and distribution, container depot, emr, pti, forwarding and customs brokerage, bulky cargos devanning and container loading, and domestic container & bulk cargo transportation

    上海怡豐倉儲運輸有限公司是外高橋地區設施一流的第三方物流企業，集倉庫、堆場、車隊為一體，主要從事海運出口拼箱、進口倉儲分撥、集裝箱場站、集裝箱修理、冷藏箱預檢、貨運代理及報關、大件貨物拆裝箱、以及國內的集裝箱和散貨車運輸等服務。
  6. Precast segmental construction may adopt two methods generally : balanced cantilever construction and span - by - span construction

    預制節段拼裝施工一般可採用懸臂拼裝和逐跨拼裝。
  7. In the segment precasting, cantilever erection and bridge deck construction during the paksey bridge construction, the precise surveying control results in the minimum error between the bridge deck line and the designed line

    摘要在paksey大橋的施工過程中，對節段梁的預制、節段梁的懸臂拼裝以及橋面體系的施工進行了精密的測量控制，從而使橋面線形與設計線形的誤差最小。
  8. Method and technique of segmental prefabrication, transfer gantry hoisting, splicing on arch timbering in construction of xinyang shihe river bridge are introduced

    介紹信陽獅河大橋採用節段預制，龍門桁車提運，拱架上拼裝等施工方法和施工工藝。
  9. In the thesis, 3d finite element, models ( fem ) of the precast segmental box girders are established with contact elements, which may simulate the interactions between the joints. the influences of material nonlinearity of concrete and geometric nonlinearity of structure are also taken into account in the computed models

    針對預制節段干接縫拼裝梁存在接縫的特點，採用接觸單元模擬接縫間的相互作用，解決了預制節段拼裝梁建模的關鍵問題，並在計算模型中考慮了混凝土材料非線性和結構幾何非線性的影響。
  10. These terminals using prefabricated units assembled structure or overall structure of taiwan, rated current ranges from 10a to 350a

    這些端子臺採用預制構件拼裝結構或整體結構，額定電流范圍從10a至350a 。
  11. The rigid frame bridge adopts the economical and reasonable segmental construction technique ( including cantilever installation and cantilever mold )

    預應力混凝土剛構橋採用經濟合理的自架設體系施工方法-懸臂拼裝或懸臂現澆法。
  12. The principle of precast segmental construction lies in that concrete segments are assembled as a whole structure to bear load through pressure acted on the segments by post - tensioning tendons

    預制節段拼裝原理是藉助預應力束施加於混凝土節段上的壓力，使得節段間接觸面緊密貼合，形成整體結構共同承擔荷載。
  13. In the last few years, it has been used in the field of highway bridges and civic bridges. however, in the field of railroad bridges, the comprehensive studies of this technology have not begun. so it ' s necessary to analyze and study the mechanical characteristics and failure states of psbget in high - speed railways, with the requirements of railroading in our country taken into consideration

    近年來在我國公路和市政橋梁領域已經開始應用這一技術，但在鐵路橋領域該技術還尚未進行鐵道科學研究院碩士學位論文較全面的研究，因此有必要針對我國鐵路建設的需要，對高速鐵路節段拼裝體外預應力橋梁受力特性和破壞形態進行較為全面的分析研究。
  14. Precast segmental structure with external tendons ( psbget ) closely accords with the development of prestressing technique and modern construction technology

    預制節段拼裝體外預應力結構緊密結合著現代施工工藝和預應力的發展方向。
  15. The combination of the external prestressing technique and precast segmental construction technology in the engineering is a good way to settle the conflict between the quality and the speed of bridge construction

    體外預應力技術與預制節段拼裝施工方法的結合應用是解決橋梁施工質量和施工速度矛盾的較好途徑。
  16. The techniques of cast - in - situ concrete box girder by movable formwork bridging machine, which is a railway erection crane for bridge made up by universal rods, are effective, reliable and can use the exiting road for opporation

    摘要採用萬能桿件等常規材料拼裝的軌道走行式移動模架造橋機，能利用既有道路進行高架橋現澆箱梁施工，且工期短、效率高、安全可靠，適宜於城市輕軌交通中等跨度雙線預應力混凝土筒支箱梁的現澆施工。
  17. The method of precast segmental construction began to evolve 40 years ago

    預制節段拼裝施工法是近四十年內才發展起來的施工方法。
  18. Based on the simulating results of simply - supported box girders ( 39. 1m ) and continuous box girders ( 2 x 40m ), the paper emphatically analyzes the full mechanical characteristics of psbget and the bend failure states of the right section. the influence of different areas and eccentricities of external tendons on ultimate bearing capacity and ductility is studied in detail. the differences of ultimate bearing capacity and the mechanical characteristics between the se

    Lin簡支箱梁和2x40m連續箱梁為例，本文較全面地分析了預制節段拼裝體外預應力混凝土箱梁全過程受力特性和正截面彎曲破壞形態；研究了不同預應力配筋面積和預應力筋重心高度對預制節段拼裝體外預應力簡支梁極限承載力和延性的影響，以及體外預應力節段簡支梁與體外預應力、體內有粘結預應力整體簡支梁極限承載力和受力特性的差異。
  19. The finite element models of psbget are established in the thesis by utilizing finite element software, ansys

    本研究應用ansys有限元程序建立預制節段拼裝體外預應力梁的三維有限元模型。
  20. By way of these tendons, precest beams and columns can be assembled conveniently, and the joints and frame are monolithic and continuous. consequently, compared with common reinforced concrete frams, this kind of frame systems possess higher reliability and solved the problems in the process of assembling prestressed concrete frames. also it forms the framework of subassemblage and prestressed concrete frames, and explores a new way for industrial production of prestressed structures. by analyzing this system, a series of conclusion are provided, incluing modulation of bending moment produced by vertical loads within beam end, secondary internal forces produced by pretress force, shear resistance of the end of beams, the influence of lateral restrains. theresearch results of this paper are proved to be practical. some advices are also brought forward on the design process

    后張預應力筋既可作為施工階段拼裝手段，又可在使用階段承受梁端彎矩，構成整體受力節點和連續受力框架，克服了裝配式節點受力可靠性差的缺陷，解決了預應力混凝土框架難以裝配的問題，形成預制預應力混凝土裝配整體式框架，開辟了預應力結構工業化生產的新途徑。本文針對預壓裝配式預應力混凝土框架，從豎向荷載作用下的梁端彎矩調幅、施加預應力在框架中產生的次內力、梁端抗剪承載力、考慮側限的無側移框架的承載力分析四個方面對該種裝配式結構體系的性能做了詳細的研究。
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