橋梁施工技術 的英文怎麼說

中文拼音 [qiáoliángshīgōngshù]
橋梁施工技術 英文
bridge building practice
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  • : 名詞1 (屋架中架在柱子上的長木) beam 2 (通常也指檁) purlin 3 (橋) bridge4 (物體中間條狀隆起...
  • : Ⅰ動詞1 (實行; 施展) execute; carry out 2 (給予) exert; impose 3 (施捨) give; hand out; best...
  • : Ⅰ名詞1 (工人和工人階級) worker; workman; the working class 2 (工作; 生產勞動) work; labour 3 ...
  • : 名詞(技能; 本領) skill; ability; trick; technique
  • : 術名詞1. (技藝; 技術; 學術) art; skill; technique 2. (方法; 策略) method; tactics 3. (姓氏) a surname
  • 橋梁 : bridge; approach
  • 施工 : be in the process of construction; be under construction; build; construction
  1. Construction of karst pile foundation for lushui bridge

    巖溶地區基礎鉆孔樁
  2. In this paper, the construction techniques of linjiangmen cable - stayed bridge in jilin, such as large sinking well technique of pier, climbing form panel technique of main tower, stay rope formwork traveler technique of girder and construction control, are summarized in details

    本文全面總結了吉林臨江門斜拉,詳細敘述了主墩大型沉井,主塔爬模,主牽索式掛籃。斜拉索控制等。
  3. This paper presents the design and construction techniques of new xiangqin gorge bridge on zhuzhou - liupanshui double - track railways, the defects occurring on the bridge after it has been put into service, and also discusses several important points that merit attention for the design and construction of similar bridges to be built in the future

    摘要介紹株六復線新響琴峽大的設計、及成后產生的病害,探討了日後進行類似設計與時值得注意的幾個主要問題。
  4. Assembly type bridge girder erecting equipment used at electrified railway section

    拼裝式架機架設斜交橋梁施工技術
  5. Construction techniques for cast - in - situ box girders of light rail transit with overhead launching gantry traveling on ground tracks

    地面軌道走行式造機現澆輕軌箱
  6. A great amount of post tensioned pre - stressing concrete single box beam for double track ( as called the box beam hereinafter ) has been used on the line. it is of infeasibility in adoption of the traditional practice of pre - fabrication in precast factory and erection of the box beam with the track laying machine for that this type of beam is characterized by new structure, complicated workmanship, large volume and difficulty in transportation. therefore, the key and hardest problem to tackle is that what processing should be adopted to precast the box beam on site and that what kind of machinery should be used to transport and erect the box beam

    由於該型具有結構新、藝復雜、體積大、運輸困難,將常規鐵路的廠製造、經過鐵路運地、邊鋪邊架進行製造與架設的傳統模式應用到該線是行不通的,必須在現場預制、並採用專門的運架設備進行架設,因此箱的製造、架設成為該線攻關的重點和難點。
  7. This paper introduces the development and present situation of concrete - filled steel tube arch bridge in the world ; generally analysis the mechanism, construction technology, construction equipment of the job practice ; advance the entire scheme of the long - span concrete - filled steel tube arch rib construction ; at last give the analysis the concrete scheme of the concrete - filled arch rib construction. this paper declares the reference value of the study through the above

    本文介紹了國內外大跨度鋼管混凝土拱主拱肋的發展和現狀;綜合分析了拱的機理、和設備情況;提出了大跨度拱主拱肋的完整解決方案,最後通過具體方案的設計分析,說明了本項研究成果的現實參考價值。
  8. With the advancement of calculating theory and design technology, as well as the wide application of computer in the engineering design area, the bridge structure is developing towards large span, thin section, and prestress. the bridge construction scheme is also made great progress. with the research on construction project, the construction of the bridges over the river or the gorge is becoming more and more simple, efficient and economical

    隨著結構計算理論和設計的進步,以及計算機在程設計領域的廣泛應用,結構向大跨度、薄截面、預應力方向發展,方案也取得了很大的進展,通過方案的研究,使位於大江大河上及深山峽谷中的作業更加簡單高效、經濟合理。
  9. The construction of the bridge began in oct 1999, and the closing up of the steel tube was in dec 2000. during that period, i learned and analyzed the current construction methods fairly comprehensively, and collected the construction technique data of the cfst arch bridges having been built. based on this, aided by the simulation of construction procedure using finite element program, i proposed the operation program to make the steel tube segment be located at one time, and the scheme of dividing rooms to segment pouring

    於99年10月開, 2000年12月主鋼管合龍,在此期間,本人就目前鋼管混凝土拱方法進行了較全面的了解和分析,搜集了此類已建資料,在此基礎上,又藉助有限元程序對過程模擬計算的支持,提出了在梅溪河大懸臂安裝過程中,鋼管節段一次就位的操作程序和鋼管混凝土分倉灌築的方案,並為單位采納應用。
  10. Secondly, the construction techniques of cantilever concreting method of girder are analyzed in details. the construction program of stay rope formwork traveler, including the selection of formwork traveler type and the design of formwork traveler, is introduced

    本文重點分析了主的懸灌,從掛籃方案的比選與定型,到掛籃的設計與使用都做了詳細的介紹,本採用牽索式掛籃方案。
  11. 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

    製造由鋼筋程、模板程、混凝土程、預應力程、移存程、孔道壓漿程、體封端程、面防水層和保護層程等環節組成。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、插入式搗固為輔的藝,蒸汽養護的方法和規定;應力應變雙控制確保預應力質量的;採用重物移運器有效移方法;壓漿、封端、面防水層和保護層的一些規定和注意事項等都是對箱製造行之有效的方法,並可為以後類似作借鑒。
  12. The company possesses advanced technology and professional equipments, which forms the force at the core of completing large - scale bridges and roads with high speed and quality

    公司擁有先進的藝和性能優良的成套專業設備,形成企業的核心力量- -高速度、高質量地完成大型、高等級公路、大型隧道的能力。
  13. New construction technique for the outside sea bridge

    外海
  14. The paper, in the light of my bureau ' s construction experience and project practice in constructing large span prestressed continuous beam bridge ( continuous rigid frame ) in recent dozens of years, introduces a new thinking about the standardized design of cable - stayed hanging basket and the standardized construction technology of the continuous beam bridge ( continuous rigid frame ), gives the detailed account of a series of construction technique and achievements such as : the development and construction ways of large span continuous beam bridge, the standardized design thinking and operation of cable - stayed hanging basket, the standardized construction technology of the continuous beam bridge ( continuous rigid frame ) etc., meanwhile, it is attached with a whole set of detailed standardized design sample drawings of cable - stayed hanging basket

    本文根據我局十幾年來修建大跨度預應力連續(連續剛構)經驗和程實例,介紹了一種斜拉式掛籃標準化設計的新思路及連續(連續剛構)標準化藝。詳細敘述了大跨度連續的發展、方法、斜拉式掛籃標準化設計思路及做法、連續(連續剛構)標準化藝等一系列及成果,並附有全套詳細的斜拉式掛藍標準化設計定型圖。對同類型及掛籃設計具有參考價值。
  15. This paper taking zigui longtanghe bridge in hubei province as a project background, studies about the unified construction technology of tower and buckle frame in erection with cableway used in steel pipe - encased concrete arch bridge constructioa based on the analysis of the construction property of long span steel pipe - encased concrete arch bridge, this paper raises the general scheme and basic structure of unified construction, analyzes the mechanical behavior of unified structure of construction statue, mainly discusses the strength, stiflhess and stability of the unified structure

    本文以湖北秭歸龍潭河大程背景,對大跨徑鋼管混凝土拱纜索吊裝塔架扣架一體化進行了研究。論文以大跨徑鋼管混凝土拱特點分析為基礎,提出了一體化的總體方案與基本結構構造,分析了狀態一體化結構的力學行為,主要探討了一體化結構的強度、剛度及穩定性,採用動態監控系統確保了一體化結構在過程中的安全可靠性,從而形成一套系統的纜索吊裝,並在實程進行了應用,效果良好。
  16. Their advantages and shortcomings were summarized, too. these methods are not fit to the bridge construction when the space is limited or narrow

    本文分析了各種的橋梁施工技術,總結了其優點和不足,這些方法在空間狹小時,難以應用。
  17. Construction technique of asphalt paving on steel box girder deck

    鋼箱面瀝青鋪裝
  18. The construction technology of concrete girders of highway bridges by steel hoop brackets

    公路現澆蓋的包箍托架法
  19. With the quick development of bridges, appearance of new material and great progress in design and construction in recent decades, cable - stayed bridges, by their beautiful shapes and unique structural qualities, have entered into their summit of construction in the world

    近幾十年來,隨著事業的飛速發展、新材料的出現和設計的不斷提高,斜拉以其造型優美和獨特的結構性能,在全世界范圍內已經成為一種成熟的大跨度型。
  20. This article introduce in detail the construction methodology which includes steel fabrication, piling excavating by manpower, bridge piers, bridge girder, ribs hoisting and the quality controlling in the process of construction

    論文詳細介紹了深圳彩虹方法,從鋼結構加,到主挖孔樁、墩柱、蓋、拱肋吊裝系及附屬設
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