斜加固 的英文怎麼說

中文拼音 [xiéjiā]
斜加固 英文
diagonal reinforcement
  • : 形容詞(跟平面或直線既不平行也不垂直的) oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • : 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. 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

    通過採用向鋼支撐荷載轉移法實現對中柱的托換,採用剪力墻兩端分批鑿除后再澆搗實現對剪力墻的托換,採用增截面法對邊柱進行,使建築物經托換和后能滿足國家有關規范的要求。
  2. Dynamic test has been performed on three strengthened girders after they were being put into service. according to the measured data from the dynamic test and the calculated results of the proportion of the load distribution on steel diagonal braces and steel crane girders as well as the increased carrying capacity after strengthening in consideration of the principle of cooperative work between braces and crane girders, the feasibility, rationality, and economy of this strengthening scheme have been verified. this scheme can be applied extensively to strengthen crane girders system including concrete crane girders system hereafter

    最後結合對已經施工並投產使用的3榀鋼吊車梁的現場實際動測結果,按考慮下部鋼撐與鋼吊車梁二者協同工作的原理對鋼吊車梁與下部撐之間的荷載分配比例以及后鋼吊車梁的承載能力進行了進一步的計算驗證和對比分析,論證了採用鋼撐方案已有鋼吊車梁的合理與有效性。
  3. Calculation method and test investigation of oblique section consolidation of reinforced concrete bridge

    橋梁鋼筋混凝土受彎構件截面承載力計算方法及試驗研究
  4. A new bridge structure cooperated by the single - towered cable - stayed structure and the rigid frame structure was presented. many aspects of jinma bridge are researched and analyzed, such as the design method, configuration of the superstructure, section choice of the tower, design and construction methods of the deep - water bases, the stiffness of the cooperated rigid frames, strengthening way in the tower. it is concluded that this new structure is the economical, aesthetic and suitable project for the large - span situation

    主要內容和結論如下: 1 、提出了獨塔拉橋與兩側剛構相連接的新型協作體系拉橋結構形式,並對該橋的方案比選、設計思路、橋面系結構形式、塔柱截面設計、深水基礎的設計及施工方法、協作剛構的剛度選取、塔柱的直束等方面作了詳細地計算分析和比較。
  5. Test research and theoretic study on shear strengthening of reinforced concrete restrained beams using externally applied carbon fabrics reinforced plastics under concentrated loads is presented in this thesis, which is part of the project of construction bureau of hunan province

    本文結合省建設廳課題碳纖維鋼筋混凝土結構的受力變形性能及方法研究,對鋼筋混凝土約束梁向貼cfrp抗剪進行了試驗研究和理論探討。
  6. Distress cause analysis and maintaining reinforcement of prestressed concrete oblique hallow slab bridge

    預應力混凝土交空心板橋的病害原因分析及其維修
  7. Abstract : taking the 1 500 auxiliary concrete structures roadway which has just a few multiple diploid strata as a research object, by terms of utilizing the 3d fem model, integrating the observation result and resemble simulacrum ending, comprehensive research on the inside of stress distortion and its mechanism are developed, an extraordinary fairly visual result is gained which has an important support in practical supporting design, reinforcement, enhancing the strata cohesion and intensity

    文摘:以窯街三礦1500混凝土結構副大巷多層急傾煤巖層中復雜結構為研究對象,應用三維有限元模型,結合現場礦壓觀測結果和相似材料模擬試驗結果,對該巷道內部應力破壞敏感部位的內力和變形機理進行了系統的研究,得到了非常直觀的可視化計算結果,這對現場支護設計、維護和提高巖層的「凝聚力」具有重要的意義
  8. Engineering measures for pre - consolidation and treatment of cut soft foundation with high pressure jet grouting pile or anti - slide pile are presented, together with engineering measures for consolidation of inclined soft embankment foundation with gravel pile and lateral restrained pile, and the methods of design, construction are also introduced in detail. 6

    提出了高壓旋噴樁或抗滑樁預整治塹軟基的工程措施;提出了採用碎石樁和側向約束樁基底路堤軟基的工程措施,並對設計、施工、檢測進行了詳細介紹; 6
  9. Upgrading improvement of roadside slopes retaining walls on hong kong island 2005 to 2008 programme

    改善港島區路旁坡護士墻工程2005至2008年計劃
  10. ( 3 ) the upper result of settlement field, stress field and crack deepness offers a theoretics gist for reinforcing bank. the paper concludes several methods of reinforcement. through choosing project, made certain adopting geomebrance to reinforce the bank

    本文又對堤防的各種措施方法進行了歸納整理,通過方案比選,選擇用迎水面鋪土工膜的方法進行防滲,並對土工膜的材料選擇進行了計算。
  11. In this paper, a two - dimensional analysis of the tanjialiangzi bridge was first performed ; then a segment of the bridge was modeled and a three - dimensional analysis of it were carried out by employing the fem software of ansys ; after a careful analysis of the result of the calculations, the causes of the diagonal cracking in the web of the beam were given out ; and also, in the last part, common steps of damage evaluation of the long - span pc continuous bridges through fem software were summarized

    本文首先對譚家梁子大橋作平面計算分析;然後運用ansys軟體建立該橋局部梁段的空間有限元模型,並在此基礎上進行空間局部有限元分析;通過對計算結果的整理和分析,從設計方面探討了該橋腹板裂縫產生的原因:此後,針對病害成因,本文提出了裂縫修補和腹板的方法;最後總結了運用有限元軟體分析同類橋梁病害的一般方法。
  12. Insulators and fittings for ouerhead lines. metal fittings. strengthening metal fitting stay - plate fixing

    架空線路用絕緣子和器材.金屬配件.配件
  13. Rapid maintenance and reinforcement of main internal inclined shaft

    主暗井的快速維修技術
  14. First of all, the structural characteristic and essential of damages were introduced. secondly the efficiency factor of how much the compression stress perpendicular to grain is more than the design value was calculated. thirdly, the main reason that members were made too large deformation and serious damage was pointed out

    但是,目前木塔殘留的整體傾、層間側移以及由木材橫紋壓縮引起的豎向壓縮變形等都已達到嚴重影響其安全可靠的程度,所以,木材橫紋局壓增強問題亟待解決,以防突變。
  15. Experimental study on shear strengthening with cfrp in negative area of cantilever beams

    碳纖維鋼筋混凝土矩形截面外伸梁截面試驗研究
  16. Calculation of shear strength of concrete column strengthened with carbon fiber reinforced plastic sheet

    碳纖維布混凝土柱的截面受剪承載力計算
  17. The reinforcing technique to rise to replace is a kind of good way for treatment building slant angle and recovering building originally true height, and it is less applied for high building correction to replace in loess soil

    頂升糾偏技術是處理建築物傾和恢復建築物原來標高的一種好方法,其在自重濕陷性黃土場地的多、高層建築糾偏工程中還應用較少。
  18. The paper sums up the construction technique of qinjiatuo super bridge in all : consolidating the soft ground foundation with vibrating & impacting macadam piles ; constructing the bored cast - in - place piles under the complex geological condition ; developing and researching cable - stayed handling basket with the bearing capacity of 3000kn ; beam construction ; construction technique of the new type bridge deck and dynamic & static load test

    本文全面總結了覃家沱特大橋施工技術:振沖碎石樁軟弱地基、復雜地質情況下鉆孔樁施工、承載力3000kn拉式掛籃開發與研製、梁部施工、新型橋面鋪裝層施工技術及動靜載試驗。
  19. According to the test results, the deformation characteristics of level soft - soil foundation and slope soft - soil foundation under the load of embankment are analyzed. the effects of driven piles and stabilizing piles reinforcements are compared. the respective influence of the two reinforcement means upon foundation deformation is discussed and useful suggestions on how to use the two means are finally put forward

    根據試驗結果,分析了水平軟弱土地基與坡軟弱土地基在路堤荷載作用下的變形特性;比較了打入樁與抗滑樁的效果;探討了兩種方案的對地基變形的影響,並對兩種措施的使用提出了建議。
  20. In this paper, the best reinforcement scheme, which was found by nerve network and genetic algorithm from serval reinforcement schemes, was applied to strengthen a prestressed concrete continuous rigid fame bridge with many quanlity faults, such as excess fall deflection of the main span deck > serious web slop crack existing between main pier abutment and one fourth span, and very poor mud jacking quanlity in the prestressing tendon tubs

    本文針對某預應力混凝土連續剛構橋所存在的實際問題:如主橋橋面下撓度過大;主墩和四分之一跨徑處均存在較嚴重的腹板裂縫;預應力管道壓漿質量較差等。提出了幾種方案,並用神經網路和遺傳演算法進一步優化出了較佳的方案,進行了前後效果對比分析。
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