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护桩 meaning in Chinese

fender pile
guard pile
guard stake
pile fender
pivot pier protection
reference stake

Examples

  1. C ) according the difference of geological condition and construction condition , this thesis select the best support among cantilever supporting pile , one - anchored supporting pile and soil nails support
    C )根据不同的工程地质和施工条件,优选悬臂支护桩、单层锚杆支护桩、土钉支护系列中的一种支护方案。
  2. It is on condition of the retaining and protecting piles imitated by nylon sticks , the top ring beam imitated by steel board , the foundation wadded by sandy soil , and the sectional size and extra load changed
    本文试验是以尼龙棒模拟支护桩,以扁钢模拟桩项圈梁,采用砂土填筑地基,通过变换圈梁的截面尺寸及堆载进行了八组试验。
  3. For the information construction , a improved back - propagation artifical neural network is used to predict the level displacement and lateral displacement of timbering stake . nonlinear regression prediction of deformation has been achieved
    为了做到信息化施工,以改进的bp人工神经网络为基础,建立了支护桩水平位移和侧向位移的预测模型,实现对基坑变形的非线性预测。
  4. The top beam can reform the force - bearing mechanism of the retaining piles because the cantilever piles can be fixed by adding a restriction on the top of the piles and the displacement of the piles can be reduced too . as the same time , top beam can harmonize the displacement and force of the piles and avoid the phenomenon of chain failure as one of the piles is destroyed . if the top beam are closed it can work well because the support on the two ends
    桩顶圈梁对支护桩的作用主要体现在:改善支护桩的力学性状,变悬臂桩为顶端约束的超静定状态;对桩顶位移起限制作用,减小基坑工程对周边环境的不良影响;协调各桩之间的受力和位移,避免局部受力过大引起各桩之间的连锁破坏现象。
  5. The emphasis is given on the studying of the horizontal displacement on the retaining structure consist of piles and anchors , which is a frequent type of retaining structure . it is founded that the rigidity of anchors and magnitude of pre - stress are the main factors which influence the deformation of retaining structures . the optimal design method on pile - anchor systems is presented
    桩锚支护是一种常见的基坑支护模式,本文以桩锚支护结构水平位移为重点,对支护结构刚度、支撑刚度与预应力、支护桩入土深度等对桩顶水平位移的影响进行了分析,指出在桩锚支护体系中,锚杆支撑刚度及预应力对基坑变形的影响最为明显,并通过工程实例加以验证。
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Related Words

  1. 桩排
  2. 拉力桩
  3. 立标桩
  4. 桩顶
  5. 套管桩
  6. 桩冠
  7. 短粗桩
  8. 尖桩
  9. 马桩
  10. 锁桩
  11. 护柱柱基;护柱基座
  12. 护住了的位置
  13. 护着就了不起
  14. 护足
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