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capping beam造句

"capping beam"是什麽意思   

例句與造句

  1. Analysis for the internal force of pile capping beam considering continuity of soil mass
    考慮土體連續性的樁基承臺梁內力分析
  2. The design and construction of obliquely supported high bent for pier cap beams of lu pu bridge
    上海盧浦大橋墩柱蓋梁斜撐高排架的設計和施工
  3. Due to the complexity of the behavior of pile capping beam widely used in the construction , the inverted continuous beam method is usually adopted in design methods to simplify the computation
    條形樁基承臺梁在我國現代建筑工程中應用極為普遍,其設計計算大多采用倒置的連續梁模式進行簡化計算。
  4. Based on the detailed investigation , the distribution of cracks in capping beam of the abutment of huaihe river bridge on the national road 107 is presented , the causes leading to the cracks are thoroughly analyzed , and the construction scheme and methods for remedy of the cracks in the abutment are described as well
    摘要在詳細調查的基礎上,介紹了107國道槐河大橋橋臺蓋梁裂縫的分布情況,深入分析了裂縫形成原因,并闡述了該橋的加固方案和施工方法。
  5. Consequently , on the basis of non - winkler foundation model , a finite - element method that utilizes foundation flexibility matrix into iterative calculation is proposed in this paper originated from the item " the optimal design theory and research of pile capping beam " sponsored by natural science fund of hunan province , which the continuity of soil mass can be accounted for under various boundary conditions , different loadings and irregular beam characters
    本文結合湖南省自然科學基金項目“樁基承臺梁優化設計理論與方法研究” ,針對非文克爾地基(半空間、線性變形層或單向壓縮層地基模型等)上的樁基承臺梁,提出一種利用地基柔度矩陣來進行迭代的有限單元法,可充分考慮梁下土體的連續性,并對基礎與土體脫開、承臺梁截面變化、梁體邊界條件復雜、上部荷載類型變化以及梁下基樁承載力差異等情況進行分析計算。
  6. It's difficult to find capping beam in a sentence. 用capping beam造句挺難的
  7. The behavior of capping beam that joints single rank of piles , which nowadays is widely applied to the construction in china , is complexly influenced by many factors . while conversed continuum beam pattern is primarily adopted in existent design methods to predigest computations , it still lacks of satisfaction as a result that it could n ' t reflect on the variance of piles and the infection of soil
    條形樁基連續承臺梁在我國現代建筑工程中應用極為廣泛,其受力影響因素極為復雜,現行設計大多采用倒置的連續梁模式進行簡化計算,其無法考慮基樁的差異性以及地基土體對承臺梁的影響,計算結果難以令人滿意。
  8. In addition , the computer method is proposed to get the stochastic pile capacity and the random optimum analysis is done in virtue of the genetic algorithm which can easily think over the influence of the randomness of pile capacity on the internal force of capping beam based on the thorough analysis about the primary factors influencing the randomness of pile capacity . an optimization program is worked out for the analysis which can consider the pile - soil - cap interaction and the non - linear character of the foundation soil
    此外,本文對影響基樁承載力差異性的主要因素進行了深入分析,提出了基樁承載力隨機生成的計算機方法,并采用遺傳算法對承臺梁內力進行隨機優化分析,可方便地考慮基樁承載力隨機性對承臺梁內力的影響,并開發出能考慮樁?土?承臺共同工作及地基土非線性特性的樁基承臺梁內力優化分析程序。
  9. But this method could n ' t reflect the influence of the variance of pile capacity on capping beam internal force and the partaking of soil to the load . combined with the item " the optimal design theory and research of pile capping beam " financed by natural science fund of hunan province , a new method which can consider the pile - soil interaction and tide over the disfigurement of the winkler soil model is used to adjust the foundation base reactions in this paper . by this method , the proper solution about the internal force of capping beam can be achieved and the relative stiffness and the relative position of soil spring are thought out well
    本文結合湖南省自然科學基金項目“樁基承臺梁優化設計理論與方法研究” ,考慮梁下土體和基樁對承臺梁的共同作用,提出了能對梁下地基反力進行自動調整的一種新型方法,其克服了文克爾地基模型所存在的缺陷,該法在調整過程中,充分考慮了梁下各土體彈簧之間的相對剛度,相對位置,更接近承臺梁的實際工作情況,有利于獲得承臺梁內力的正確解答。
  10. Hi addition , with regard to the computation of the maximum / minimum moment , shear force , settlement and foundation reaction of pile capping beam , the randomness of both pile capacity and foundation modulus are statistically analyzed in virtue of the method ? monte carlo . accordingly , the random probability analysis of the internal force of pile capping beam can be achieved
    并通過蒙特卡洛( montecarlo )法對基樁承載力、土體基床系數的隨機性進行統計分析,獲得了承臺梁彎矩、剪力、沉降以及基底反力的最大(小)值,從而實現了樁基承臺梁內力計算的隨機概率分析。
  11. 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;然后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,并就人工挖孔樁、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,人工挖孔樁施工采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;承臺梁施工采用梁主筋橫穿柱身化學膠錨固等;地下加層綜合施工技術采用土方分層對稱平衡開挖,分段挖土做筏基結構自穩等;最后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。
  12. Corresponding exploited computing procedures are introduced in this paper . furthermore , significant conclusions that can be applicable in practice are also summarized , after contrasting the datum from engineering instances and laboratory model tests , statistically analyzing the differences between dissimilar distributions of pile rigidity , different variance coefficients and various relativity , and probing into manifold factors determining the internal force distribution of pile capping beam and correlative principles
    最后,本文結合工程實例及模型試驗結果,對幾種地基土模型進行了比較計算,并對不同基樁剛度分布、不同變異系數,以及不同相關性等進行了大量的統計分析,對影響承臺梁內力的各種影響因素及其規律進行了探討,得出了一些可用于指導工程實踐的重要結論。
  13. At last , the comparative calculation and the random optimum analysis about differences between dissimilar distributions of pile rigidity , different variance coefficients and variance relativity were done with the datum from engineering instances . some significant conclusions are also made from the discussing of the factors influencing pile capping beam the internal force
    最后結合工程實例,進行了比較計算,并對不同基樁剛度分布、不同變異系數、以及不同相關性進行了隨機優化分析,對影響樁基承臺梁內力的各種影響因素及其規律進行了探討,得出了一些重要結論。

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