用柱加固 的英文怎麼說

中文拼音 [yòngzhùjiā]
用柱加固 英文
pillar
  • : Ⅰ動詞1 (使用) use; employ; apply 2 (多用於否定: 需要) need 3 (敬辭: 吃; 喝) eat; drink Ⅱ名...
  • : Ⅰ形容詞(結實; 牢固; 堅硬) firm; hard; solid Ⅱ副詞1 (堅決地; 堅定地) firmly; resolutely 2 [書...
  1. Aseismatic strengthening of reinforced concrete short column with steel plate hoops

    鋼筋混凝土短外包鋼板箍抗震的設計
  2. Dundrum, south, or sutton, north, both localities equally reported by trial to resemble the terrestrial poles in being favourable climates for phthisical subjects, the premises to be held under feefarmgrant, lease 999 years, the message to consist of 1 drawingroom with baywindow 2 lancets, thermometer affixed, 1 sittingroom, 4 bedrooms, 2 servants rooms, tiled kitchen with close range and scullery, lounge hall fitted with linen wallpresses, fumed oak sectional bookcase containing the encyclopaedia britannica and new century dictionary, transverse obsolete medieval and oriental weapons, dinner gong, alabaster lamp, bowl pendant, vulcanite automatic telephone receiver with adjacent directory, handtufted axminster carpet with cream ground and trellis border, loo table with pillar and claw legs, hearth with massive firebrasses and ormolu mantel chronometer clock, guaranteed timekeeper with cathedral chime, barometer with hygrographic chart, comfortable lounge settees and corner fitments, upholstered in ruby plush with good springing and sunk centre, three banner japanese screen and cuspidors club style, rich wine - coloured leather, gloss renewable with a minimum of labour by use of linseed oil and vinegar and pyramidically prismatic central chandelier lustre, bentwood perch with a fingertame parrot expurgated language, embossed mural paper at 10 - per dozen with transverse swags of carmine floral design and top crown frieze, staircase, three continuous flights at successive right angles, of varnished cleargrained oak, treads and risers, newel, balusters and handrail, with stepped - up panel dado, dressed with camphorated wax, bathroom, hot and cold supply, reclining and shower : water closet on mezzanine provided with opaque singlepane oblong window, tipup seat, bracket lamp, brass tierod brace, armrests, footstool and artistic oleograph on inner face of door : ditto, plain : servant s apartments with separate sanitary and hygienic necessaries for cook, general and betweenmaid salary, rising by biennial unearned increments of 2, with comprehensive fidelity insurance annual bonus, and retiring allowance based on the 65 system after 30 years service, pantry, buttery, larder, refrigerator, outoffices, coal and wood cellarage with winebin still and sparkling vintages for distinguished guests, if entertained to dinner evening dress, carbon monoxide gas supply throughout

    一截彎木上棲著一隻馴順得能停在手指上的鸚鵡它吐字文雅,墻上糊著每打價為十先令的壓花壁紙,印著胭脂紅色垂花橫紋圖案,頂端是帶狀裝飾一連三段櫟木樓梯,接連兩次拐成直角,都清漆塗出清晰的木紋,梯級登板起欄桿和扶手,一律護板來並塗上含樟腦的蠟浴室里有冷熱水管,盆湯淋浴,設備俱全。位於平臺246上的廁所里,長方形窗子上嵌著一塊毛玻璃,帶蓋的坐式抽水馬桶,壁燈,黃銅拉鏈和把手,兩側各放著憑肘幾和腳凳,門內側還掛有藝術氣息濃厚的油畫式石版畫。另外還有一間普通的廁所廚師打雜的女僕和兼做些細活的女傭的下房裡也分別裝有保健衛生設備僕役的工錢每兩年遞增兩英鎊,並根據一般忠誠勤勞保險,每年年底發獎金一英鎊,對工滿三十年者,按照六十五歲退職的規定,發退職金餐具室配膳室食品庫冷藏庫主樓外的廚房及貯藏室等堆煤柴的地窨子里還有個葡萄酒窖不起泡亮光閃閃的葡萄酒,這是為宴請貴賓吃正餐身穿夜禮服時預備的。
  3. Research and application of supporting beam and demolish column in civil architecture

    建築托梁拔技術的研究與應
  4. In this test, a special bolt - jack is used to exent of prestressing force to brace angles as the whole structure is under dead - load. in this state brace angles withstand partly load before twice - load and the stress and strain of concrete are decreased. in this way the aim of removal of load and strengthening can be reached

    本試驗中採螺栓千斤頂在恆定荷載水平下對混凝土角鋼撐桿施預壓應力,使外包角鋼在二次受力前即分擔部分荷載,使混凝土應力水平和應變水平降低,達到卸載與同步進行的目的。
  5. 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「通筋穿法」做承臺梁, 「抗彎抗剪錨筋法」強化效果, 「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、地下層及結構、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,人工挖孔樁施工採鋼筋砼護壁確保挖孔樁的安全成型,使柔性連接鉤進行鋼筋籠吊裝簡化施工工序;承臺梁施工採梁主筋橫穿身化學膠錨等;地下層綜合施工技術採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。
  6. Five sets of long - term axial loading equipment were designed and manufactured. the component of long - term loading test comprised axial creep and creep recovery at two different level of sustained load

    試驗中,獲取了不同損傷程度在長期荷載作下的試驗數據,同時考慮了不同大小軸壓荷載的影響。
  7. For meeting the related nantional standards and avoiding demolishment of the building, the underpinning and strengthening methods are used, with which the loads of center column are underpined by the diagonal steel strut and the cross - sectional areas of side pillar are strengthened, both ends of shear wall are chiseled in turn and then concrete is poured again

    通過採斜向鋼支撐荷載轉移法實現對中的托換,採剪力墻兩端分批鑿除后再澆搗實現對剪力墻的托換,採截面法對邊進行,使建築物經托換和后能滿足國家有關規范的要求。
  8. It restricts the development and application of this technology that a concrete column is strengthened with cfrp. so it is very necessary that the bearing performance of eccentrically loaded column wrapped cfrp is researched

    其限制了cfrp混凝土技術的推廣和應,有必要對cfrp混凝土偏壓的受力性能進行研究。
  9. Based on plane section assumption, this paper presents the methods of calculating the ultimate strength of the columns strengthened with cfrp, and makes a simplification of the methods. a fortran program on nonlinear method is presented to numerically analyze the characteristics of large eccentrically loaded columns strengthened by longitudinal straps of cfrp, calculating results compare well with experimental data

    本文在平截面假定的基礎上分別推導了碳纖維布縱向粘貼大偏心受壓的正截面承載力校核和截面基本計算公式,並對公式進行了相應的簡化;運fortran語言編制相應程序對縱向粘貼碳纖維布大偏壓進行了數值分析,本文公式計算結果和程序計算結果均與試驗結果吻合良好。
  10. Abstract : according to the analysis the reason of plinth subsidence accident of an old ten thousand spindles main workshop of in a spinning mail of lanzhou, this paper introduces the engineering practice and reinforce for slumping loess foundation under the accomplished structures by pressure grout method

    文摘:根據蘭州市某紡織廠老一萬錠主廠房基下沉事故的原因分析,介紹了壓力注漿法既有建築物下濕陷性黃土地基的工程實踐與處理效果。
  11. Finally, the three kind of calculating formula about ultimate bearing capability under the sticking gfrp to reinforce concrete pole will be brought forward according to experiments " result, which is valid can be used in many other practical reinforce projects effectively

    最後提出gfrp組合rc設計承載能力的三種不同計算公式即箍筋比擬法、綜合系數法、近似平衡法,以便能有效地應到實際工程中去。通過本試驗中的試驗數據證明,這三種方法都是有效的。
  12. Combining with the project example, this paper made some studies on the foundation underpinning and structure stabilization technology, covering the theoretically discussion, and design innovation, and advanced technique ' s application and dissemination and the summary of construction experiences, etc., in order to provide reference for similar project in the future

    本文結合工程實例,擬就獨立基礎托換及結構技術進行理論上的探討、設計方面的創新、先進技術的推廣和應、施工經驗的總結等各方面的研究,為同類工程提供一些可借鑒的施工經驗。
  13. Full - range of loading to the reinforced concrete columns with reinforced concrete cover during second stage of loading is analyzed by computer - test nonlinear developed in the text, in consideration of the condition that they are not unloaded or partly unloaded. based on the analysis, a simplified method is put forward in the paper to calculate the load capacity of cross - section of axially and eccentrically compressive rc columns with reinforced concrete cover. a theoretical calculation method is given to the practical engineering

    本文針對實際工程中經常採的外包鋼筋混凝土鋼筋混凝土方法,考慮到實際工程是在不卸載或部分卸載情況下進行,利計算機對外包鋼筋混凝土二次受力后進行非線性全過程分析,在此基礎上提出外包鋼筋混凝土軸心受壓和偏心受壓正截面承載力的簡化計算公式,為實際工程中外包鋼筋混凝土的結構設計提供了理論計算方法。
  14. Many researchers found that the strength and ductility of bridge concrete columns could be significantly increased by wrapping frp around the columns

    對于大量的鋼筋混凝土舊橋,採外包frp可以有效提高抗震性能。
  15. Abstract : the principle for choosing supporting points for strengthening flat - slab was discussed

    文摘:論述了支撐無梁板的選點原則。
  16. Observing the mechanics and effect of the new strengthening method with test and finite element method is supposed to offer a guide for technology and become valuable in theory and practice. both compression test, including four reinforced and three control specimens, and shear - compression test, including nineteen reinforced and four control specimens are being studied in this paper. the research on the curves of load - strain, load - deflection and hysteretic shows that the transverse translation of the reinforced columns is well controlled with an upgrading of both ductility and ultimate bearing capacity ( ubc )

    本文對4根鋼絲網外噴高強砂漿鋼筋混凝土和3根對比鋼筋混凝土進行了軸壓試驗研究,並對19根鋼筋混凝土和4根對比鋼筋混凝土進行了剪壓試驗研究;通過對試件荷載-應變曲線、荷載-撓度曲線和滯回曲線等的研究表明,採方法能有效的約束子橫向變形,並對提高鋼筋混凝土的極限承載力和延性有明顯的效果;同時根據理論及機理分析提出了適應於此方法的軸壓極限承載力計算公式。
  17. Jet grouting is a foundation treatment method that a high - velocity grout, which is forced under high pressure out of a nozzle, cuts into the soil to form a cylindrical soil - cement solidification, and with the result of that the bearing capacity of the foundation is enhanced and the settlement and the differential settlement are reduced. this process is widely used in constructional engineering, highway bridge, coal mine and railway bed

    旋噴注漿法可在地層深處將水泥漿液等以高壓旋轉沖切土體,形成水泥土圓體,構成旋噴樁復合地基,以達到地基,提高承載力和減少建築物的沉降和不均勻沉降的目的,在我國建築工程、公路橋梁、煤礦和鐵路路基等建設工程中應極為廣泛。
  18. At last some further research proposals of strengthening concrete structures with hfrp were presented : besides the theoretical descriptions of the durability of hfrp and its successful applications, further experimental research should be carried out to study its feasibility in strengthening concrete ; in order to inspect and amend the practical effect of the reasonable matching, experimental study of concrete columns and beams ( the author have fabricated 30 hfrp strengthening concrete columns with a diameter to height ratio of 1 : 3 and 15 concret

    汕頭大學碩士學位論文摘要最後提出了今後hfrp混凝土結構的研究設想,主要是: hfrp的耐久性除進行合理的應實例和理論分析外,還需通過試驗研究進一步論證其可行性。應將合理匹配於樑試件(作者已製作30個直徑/高為1 : 3的hfrp試件和15根混凝土梁試件供后續實驗研究之。 ) ,檢驗實際效果,並進行修正。
  19. As a new structural engineering material, continuous carbon fiber sheet ( cfs ) has many advantages of excellent mechanical properties, such as high intension, convenience in use, low weight, non - dimensional increase, and immunity to corrosion, etc. in recent years, it has been put into use in the strengthening of reinforced concrete

    碳纖維布( cfs )作為一種具有良好力學性能的新材料,它具有抗拉強度高、重量輕、抗腐蝕、抗疲勞等優點,在鋼筋混凝土結構領域的應越來越廣泛。近十幾年來,人們對cfs進行鋼筋混凝土結構進行了大量研究,集中於利cfs梁、、板等結構,證明了其具有很高的推廣價值和巨大的社會經濟效益。
  20. Experimental results indicate that the strength capacity, stiffness of columns have a certain extent increasing as a result of the action of cfrp, repaired columns " cracks show little and distribute uniformly. the ultimate strength and ductility of column improved due to the transverse strengthening with cfrp and display more distinct benefit when strengthened by the combined action of the longitudinal and the transverse straps of cfrp. in addition, many parameters including anchorage length of cfrp, thickness of cfrp are considered on the effects of cfrp on strength, and failure modes of columns

    試驗結果表明,大偏心受壓受拉麵縱向粘貼碳纖維布后,偏壓承載力和抗彎剛度有一定程度的提高,裂縫寬度減小且分佈均勻;碳纖維布橫向粘貼偏壓對偏壓的承載力和延性有一定的提高;縱橫向混合粘貼大偏壓效果更顯著;混凝土強度低於c20級時,不適合採碳纖維布粘貼
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