吊裝法 的英文怎麼說
中文拼音 [diàozhuāngfǎ]
吊裝法
英文
lift-on / lift-off system （吊上弔下法）-
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。Popularize the anchorless lifting amp; amp; pushing method on the heavy tower equipment lifting
無錨點吊推法在重型塔類設備吊裝中的推廣Assembly plan should cover : calculation on amount of members and joints, assembling equipments ' choosing, assembly flow sequence, assembly method, progression plan, personnel management, steel members mobilization, quality standards, safety measures and special construction techniques
編制的組織設計的內容應包括：計算構件和連接件的數量，選擇吊裝機械、確定流水程序、確定吊裝方法、制定進度計劃、確定勞動組織、規劃鋼構件進場、確定質量標準、安全措施和特殊施工技術等。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、整體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吊裝簡化施工工序；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。Abstract : in view of, in the modification and maintenance of petro - chemical unit, the limited working space and inability of available hoisting equipment to meet hoisting installation requirements, a simple and reliable hoisting tool used is introduced taking account of the construction conditions
文摘:在石油化工裝置大型設備的技術改造和檢修作業中，針對現場施工空間小、現有吊裝設備無法滿足施工要求的情況，介紹了因地制宜設置簡單可靠的吊裝機具，完成吊裝作業的方法?門架旋轉作業法的成功應用。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。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。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裝，到分片吊裝、整體吊裝、整體提升、整體頂升。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，具體包括高空散裝法、分條或分塊安裝法、整體提升法、整體頂升法、整體吊裝法及滑移法。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、整體頂升法、整體提升法、高空散裝法、分單元吊裝法和高空滑移法。Secondly, calculation theory of construction for suspension bridge is presented under the ideal condition of dead load design. linetype change stiffness of cable and slip stiffness of supporting points are deduced based on segmental catenary theory. then numerical analysis method through sgkz2000 software are introduced in detail about calculating design linetype for suspension bridge, unstressed length of cable, erection linetype of cable and pre - displacement of saddle without loads, erection linetype of wire strands, the fixed position for erecting cable band and linetype of lifting stiffening girders
其次，根據懸索橋恆載設計理想狀態建立了懸索橋施工計算原理；以分段懸鏈線索理論為基礎，推導了懸索的線形變化剛度和懸索支點的滑移剛度；介紹了懸索橋成橋設計線形計算、吊索無應力長度計算、空纜線形與預偏量計算、絲股架設線形計算、索夾安裝位置計算和加勁梁吊裝線形計算的具體方法、數值演算法及軟體sgkz2000的計算模塊的實現。Fabrication of the box beam is divided into such parts as reinforcement, formwork, concreting, prestressing, moving and storing of beam, pipe grouting under pressure, end sealing of the beam, water - proof layer on the bridge surface system, protective coating etc. the paper makes description of effective box beam construction technology and workmanship which can be adopted in other projects, such technologies as : manufacturing and fixing of reinforcement, steel reinforcement fixing baseplate, web plate and top plate respectively and lifting the steel skeleton into form, requirements of design and manufacturing and way of utilization for dismantling - erection type formwork and hydraulic formwork, optimization of concrete ratio, concrete pouring process of two ends of beam in priority over the middle, in sequence of first baseplate followed by web plate and top plate at last, concrete pouring in inclined section and in horizontal layer, concrete vibration mainly by external vibrator in assistance with internal vibrator, methods and regulation for steam curing of concrete, dual controls over stress and strain to ensure quality of prestressing workmanship, construction method of effective beam moving by heavy - weight special moving facility, some regulations and key notes about construction of grouting under pressure, beam ends sealing, water - proof layer on the bridge surface system, protective coating
箱梁製造由鋼筋工程、模板工程、混凝土工程、預應力工程、移存梁工程、孔道壓漿工程、梁體封端工程、橋面防水層和保護層工程等施工環節組成。文中介紹的採用胎具製作和綁扎鋼筋，分底腹板和頂板分別綁扎並吊裝鋼筋骨架入模；拆裝式和液壓式兩種模板的設計、製作要求和使用方法；綜合考慮、優化混凝土配合比，混凝土灌注從兩端至中間、先底板、后腹板、再頂板的施工順序和斜向分段、腹板水平分層、附著式振搗為主、插入式搗固為輔的施工工藝，蒸汽養護的方法和規定；應力應變雙控制確保預應力施工質量的施工技術；採用重物移運器有效移梁的施工方法；壓漿、封端、橋面防水層和保護層施工的一些規定和注意事項等都是對箱梁製造行之有效的施工技術和施工方法，並可為以後類似施工作借鑒。Abstract : through the geometric factor analysis of main cable in erection, the calculation formula of internal force of main cable is given and the analysis method of main cable safety is also discussed in detail
文摘:通過對纜索吊裝設備主索的幾何因素分析，給出了主索的內力計算與驗算公式，結合示例詳細介紹了主索安全度分析方法。To avoid the probability, engineer calculate the cable tension and the pre - rising elevation with finite element theory, it cost much time in design the program and repeat calculation, the other hard work is to find out the place where the cables located in span arch structure, its must find out the optimized result manually which restrict the design work. recent years, lots of commercial fea software develop rapidly. engineers focus on the solution of commonness problems by the software existed
為了解決這個問題，設計人員常常採用有限元方法計算扣索受力及拱肋控制標高，並根據計算結果設計扣索吊裝位置，在此過程中大量重復編程及計算工作佔用了很多工作時間，另外在扣索吊裝位置的選定過程中又沒有明確的方法，只能根據大量的計算結果人工尋找優化方案，這些都制約著設計工作的開展。This method overcomes the difficulty of conveying heavy hoisting equipment, shortens construction period, raises working efficiency, and saves construction costs
該方法既解決了大型起重吊裝設備調遷困難的問題，同時又可縮短施工工期，提高工作效率，節約施工成本，對類似工程施工具有借鑒意義。The common disadvantage of these methods is that the proceeding of construction need large space as a result the other parts of the structure construction ca n ' t go on at the same time
前者需要大量的腳手架料，後者依賴吊裝、提升設備；而且大都存在佔用室內施工面，難以同步進行室內施工。因此，逐條積累滑移法應運而生。Application of guiding - hoisting combination method in hoisting construction of precast box beam
吊結合法在預制箱梁吊裝施工中的應用The transmission part cannot be hoisted and damaged. add sealed shim between the two flanges and then lock down the bolt equably
安裝時傳動部分不允許作吊裝用，並嚴禁損傷。兩法蘭連接中間需加密封墊片，然後均勻擰緊聯接螺栓。The equipment hoisting technology has widely been applied in the construction, but the universal existence efficiency of the conventional method is low, and the economic and safety effect is not good either
摘要為了提高設備吊裝過程中的安全性、吊裝效率及經濟性，結合某工廠炭黑鋁金罐體吊裝工程，提出了單機立體靜置設備的套裝法吊裝。Abstract : in this article, some high - rise steel structural lifting methods, including choice of lifting machines, lifting method, measurement and correction of columns and beams, installment of high - strengthen bolts, and welding of pegs of profiling steel boards, are introduced
文摘:介紹高層鋼結構吊裝機械的選擇，樑柱的吊裝方法和測量校正，高強螺栓的安裝，壓型鋼板栓釘的焊接。分享友人