整體吊裝 的英文怎麼說

中文拼音 [zhěngdiàozhuāng]
整體吊裝 英文
be hoisted integrally
  • : Ⅰ形容詞1 (全部在內; 完整) whole; all; complete 2 (整齊) neat; tidy; orderly Ⅱ動詞1 (整理; 整...
  • : 體構詞成分。
  • : hangsuspend
  • : Ⅰ名詞1 (服裝) dress; outfit; attire; clothing 2 (演員的化裝品) stage makeup and costume Ⅱ動詞...
  • 整體 : ensemble; whole; entirety
  • 吊裝 : [建築] hoisting吊裝車 sling cart; 吊裝工 slinger; 吊裝豎井 emplacement hole; 吊裝套管 emplacement casing
  1. Handsome durable : duct strong sense of the whole, with the handsome, dark can be installed to maximize the ceiling height, not enough space on the floors is particularly important

    美觀耐用:風管感強,明美觀,暗可以最大限度提高頂高度,對層高不夠空間尤其重要。
  2. Considering special form of the boiler frame, the reconstruction and enforcement method, in addition dynamic analysis are given by particular steps : establishment of the model of boiler steel frame, determination of earthquake loads and distribution form, and anti - side force system for the frame to model and analyze, involving loads on the frame and above it, earthquake loads, damping, sway control installation, hanging bar and plate beam

    考慮鍋爐構架鋼結構的特殊形式,研究並提出了電站鍋爐鋼結構改造加固研究方法,及動力分析的具步驟:建立了鍋爐鋼結構動力分析模型、地震荷載分析方法、建立了鍋爐鋼結構布置型式、及個鍋爐鋼構架抗側力系模擬分析方法。具包括:鋼構架本及構架上荷載、地震載荷與阻尼系數確定、制晃置確定、桿與大板梁簡化。
  3. Secondly, this paper made some theoretic researches on its engineering classfication and applicable scope for this technology ; then combining with project example, this paper carried out scheme design for this technology, and compared some different kinds of underpinning scheme and node and structure design, and put forward the method of " reinforcce steel bar through column " to build pile cap beam, " resistant bend and shear anchored reinforce steel bar " to strengthen column consolidation effect, and the method of " steel plate hoop " to build reinforcing bar connection of the foundation beam, etc. in the process of the consturction scheme research and implement, this paper synthetically elaborated the organizaton for project construction, put forward the construction technical measure of specific aim on the artificial pile, and pile cap beam, and underground adding layer and structure stabilization, and overall structure stabilization and so on. for this project, adopt reinforcing bar concrete to brace hole wall to ensure the safety of engineering in the artificial pile construction, use flexible connection catch to make the cage hoisting easier to simplify the construction process, use the method of earthwork statified symmetrical balance in the process of underground adding layer excavation

    本文首先對于基礎托換與結構加固技術的目的和意義、國內外發展狀況進行了綜合闡述;其次對該項技術工程分類及適應范圍進行了理論上的分析研究;然後結合工程實例對該項技術進行了方案設計,對比幾種不同的托換方案和節點及構造設計,提出了「通筋穿柱法」做承臺梁, 「抗彎抗剪錨筋法」強化柱加固效果, 「鋼板箍法」做地基梁鋼筋連接點等多項技術;在施工方案的研究和實施過程中,對于工程施工組織進行綜合闡述,並就人工挖孔樁、承臺梁、地下加層及結構加固、結構穩定等專項施工方案提出有針對性的施工技術措施,人工挖孔樁施工採用鋼筋砼護壁確保挖孔樁的安全成型,使用柔性連接鉤進行鋼筋籠簡化施工工序;承臺梁施工採用梁主筋橫穿柱身化學膠錨固等;地下加層綜合施工技術採用土方分層對稱平衡開挖,分段挖土做筏基結構自穩等;最後對于該工程實施后的效果分析,說明該項綜合施工技術的可行性。
  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、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、角度的調、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. It is well known that the integral hoisting construction method is firstly applied in this bridge

    廣州解放大橋是其中之一,並首次採用整體吊裝施工方法。
  6. The work high above the ground can be reduced efficiently and the installing quality of support can be ensured through installing on ground and erecting entirely

    充分利用制式器材在地面拼整體吊裝,有效地減少了高空作業,保證了支架的安精度和拼質量。
  7. These common methods include high altitude assemble construction in bulk, life - on segment by segment, integral life - on, integral hoisting, integral erect etc. some of these methods need a lot of falsework and others depend on devices for life - on or hoisting

    網架的發展也要求施工方法不斷更新和提高,以滿足工程技術和經濟的要求,從滿搭腳手架鋪設高空散,到分片整體吊裝提升、頂升。
  8. The common construction methods, technological characteristics and requirements are summarized, which includes high altitude construction in bulk, assemble, segment by segment, integral assembly, integral propping up, whole installation and sliding construction

    論述了大跨度鋼結構的一般施工方法、工藝特點及施工技術要點與難點,具包括高空散法、分條或分塊安法、提升法、頂升法、整體吊裝法及滑移法。
  9. Then, a thorough discussion and sum ? p about the main construction process of cfst tied ? rch bridge without wind bracing is presented in the paper in association with the construction practice of the bridge. in addition, the author put emphasis on the static calculation of two point integral hoisting construction method in single cfst arch rib. futhermore, the stabilization of arch rib in construction and service stage are analyzed detailedly

    本文結合該大橋的施工實踐,對無風撐鋼管混凝土系桿拱橋的主要工藝施工流程進行了全面論述和總結,並重點對單片鋼管拱肋兩點整體吊裝的結構受力進行了靜力計算及對拱肋在施工和運營階段的穩定進行了分析。
  10. Referring to some type of the structure such as plane truss, grid truss and grid shell, the author dissertates the common construction technique including whole installation, integral propping up, integral lifting, high altitude construction in bulk, member assembly and sliding construction

    結合大跨度鋼結構的各種形式,如平面桁架、網架、網殼等,概要的論述了其一般的施工方法、工藝和技術要點,包括整體吊裝法、頂升法、提升法、高空散法、分單元法和高空滑移法。
  11. The paper describes the main techniques in the integral sliding construction for large span structure, which includes jacking scheme, plan layout, assembly, transport and stacking of components, setting of sliding system, setting of track, conformation of falsework, traction facility etc. discusses emphatically the sliding falsework, which includes the material, conformation, manufacture, welding and assembling of the shape steel tape falsework

    系統分析了大跨度鋼桁架胎架滑移施工中的起重機具的選擇與布置、施工平面布置、桁架結構拼單元及滑移單元劃分、滑移施工方案及工藝流程、桁架的連接、拼運輸、及堆放、滑移軌道布置、滑移滾輪構造、延伸平臺布置以及滑移牽引系統等諸多工藝問題。
  12. Abstract : for building a long - span concrete - filled steel - tube ( cfst ) arch bridge with an integrated installation tower, one of the key technologies is to control the arch rib alignment of the bridge. based on the theoretical analysis and the measuring results, the designed arch rib alignment of a being built bridge can be guaranteed quality by adjusting the length of the cables on - line. the engineering application shows, by using the on - line adjusting cable technology, that it is economical and in safety for building a long - span cfst arch bridge

    文摘:在大跨度鋼管混凝土拱橋塔架/扣架一化纜索施工中,其關鍵技術之一是主拱線形控制.在理論分析和現場測試的基礎上,動態調扣索長度,可保證鋼管拱肋的設計線形.工程實踐表明:將扣索動態調技術應用於大跨度鋼管混凝土拱橋的施工中,可降低工程造價,保證施工質量
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