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capping beam in Chinese

Pronunciation:
How to pronounce "capping beam""capping beam" in a sentence
TranslationMobile
  • 领檐梁
  • 压顶梁
  • 压檐梁
Examples
  • Analysis for the internal force of pile capping beam considering continuity of soil mass
    考虑土体连续性的桩基承台梁内力分析
  • The design and construction of obliquely supported high bent for pier cap beams of lu pu bridge
    上海卢浦大桥墩柱盖梁斜撑高排架的设计和施工
  • 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
    条形桩基承台梁在我国现代建筑工程中应用极为普遍,其设计计算大多采用倒置的连续梁模式进行简化计算。
  • 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
    摘要在详细调查的基础上,介绍了107国道槐河大桥桥台盖梁裂缝的分布情况,深入分析了裂缝形成原因,并阐述了该桥的加固方案和施工方法。
  • 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
    本文结合湖南省自然科学基金项目“桩基承台梁优化设计理论与方法研究” ,针对非文克尔地基(半空间、线性变形层或单向压缩层地基模型等)上的桩基承台梁,提出一种利用地基柔度矩阵来进行迭代的有限单元法,可充分考虑梁下土体的连续性,并对基础与土体脱开、承台梁截面变化、梁体边界条件复杂、上部荷载类型变化以及梁下基桩承载力差异等情况进行分析计算。
  • 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
    条形桩基连续承台梁在我国现代建筑工程中应用极为广泛,其受力影响因素极为复杂,现行设计大多采用倒置的连续梁模式进行简化计算,其无法考虑基桩的差异性以及地基土体对承台梁的影响,计算结果难以令人满意。
  • 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,本文对影响基桩承载力差异性的主要因素进行了深入分析,提出了基桩承载力随机生成的计算机方法,并采用遗传算法对承台梁内力进行随机优化分析,可方便地考虑基桩承载力随机性对承台梁内力的影响,并开发出能考虑桩?土?承台共同工作及地基土非线性特性的桩基承台梁内力优化分析程序。
  • 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
    本文结合湖南省自然科学基金项目“桩基承台梁优化设计理论与方法研究” ,考虑梁下土体和基桩对承台梁的共同作用,提出了能对梁下地基反力进行自动调整的一种新型方法,其克服了文克尔地基模型所存在的缺陷,该法在调整过程中,充分考虑了梁下各土体弹簧之间的相对刚度,相对位置,更接近承台梁的实际工作情况,有利于获得承台梁内力的正确解答。
  • 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
    并通过蒙特卡洛( montecarlo )法对基桩承载力、土体基床系数的随机性进行统计分析,获得了承台梁弯矩、剪力、沉降以及基底反力的最大(小)值,从而实现了桩基承台梁内力计算的随机概率分析。
  • 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
    本文首先对于基础托换与结构加固技术的目的和意义、国内外发展状况进行了综合阐述;其次对该项技术工程分类及适应范围进行了理论上的分析研究;然后结合工程实例对该项技术进行了方案设计,对比几种不同的托换方案和节点及构造设计,提出了“通筋穿柱法”做承台梁, “抗弯抗剪锚筋法”强化柱加固效果, “钢板箍法”做地基梁钢筋连接点等多项技术;在施工方案的研究和实施过程中,对于工程施工组织进行综合阐述,并就人工挖孔桩、承台梁、地下加层及结构加固、整体结构稳定等专项施工方案提出有针对性的施工技术措施,人工挖孔桩施工采用钢筋砼护壁确保挖孔桩的安全成型,使用柔性连接钩进行钢筋笼吊装简化施工工序;承台梁施工采用梁主筋横穿柱身化学胶锚固等;地下加层综合施工技术采用土方分层对称平衡开挖,分段挖土做筏基结构自稳等;最后对于该工程实施后的效果分析,说明该项综合施工技术的可行性。
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