1) Pillar-shaped bridge
桩柱式桥台
2) Column Piers
桩柱式桥墩
1.
The Research on Column Piers Temperature Stress and the Development for Static Calculation Software;
桩柱式桥墩温度内力分析及静力计算程序编制
3) pile frame-bent abutment
桩框式桥台
4) higher pile column bridge pier
桩柱式高桥墩
1.
The geometric nonlinear effect on the higher pile column bridge piers with varying sections is taken into account in the computational model, and it may be resolved by combinative method of the simple plane finite element computer program with the iteration.
对设置有板式橡胶支座的变截面桩柱式高桥墩 ,提出了计入几何非线性效应的计算模型 ,并可应用一般平面杆系有限元法的计算程序与迭代法相结合的方法求解。
5) Pile-column piles foundation with high bridge piers
桩柱式高桥墩桩基础
6) piled bridge abutment
桥台桩基
1.
By analyzing the displacement mode of unstable soil and the deformation mechanism of passive pile,an elastic perfectly plastic model and a hyperbolic curve model about the behavior of piled bridge abutment against soil lateral movements are developed on the basis of the previous research.
土的侧向荷载对桥台桩基的水平位移和弯曲变形具有重大影响,往往导致桥台桩身发生挠曲甚至破坏。
2.
According to geotechnical literatures,the current research situation of embankment lateral effects on the piled bridge abutments on soft clay is analyzed.
根据国内外文献资料,主要就软土地基上桥头路基填筑对桥台桩的侧向影响研究现状进行分析,总结了目前包括软基上桥头路基填筑对桥台桩基影响的试验、有限元分析以及路堤下卧软土侧向变形引起的桩身土压力计算等诸多方面的研究成果,简要论述了存在的问题和今后的研究方向,并建议采用有限元分析和离心模型试验相结合的方法来研究这些问题。
3.
By analyzing the displacement mode of unstable soil and the deformation mechanism of passive pile, an elastic perfectly plastic model and a hyperbolic curve model about the behavior of piled bridge abutment against soil lateral movements are developed on the basis of the previous research.
土的侧向荷载对桥台桩基的水平位移和弯曲变形具有重大影响,往往导致桥台桩身发生挠曲甚至破坏。
补充资料：桩承台
简称承台，是组成桩基础的结构构件，在桩顶将桩群连接成整体，支承作用在桩基上的荷载并传递给桩和地基。桩承台的平面形状取决于桩的布置情况，通常做成矩形或条形。码头、桥梁等构筑物的桩基，桩顶往往高出地面或河底。这种桩称为高桩，其承台称为高桩承台。工业和其他民用建筑物的桩基，桩顶则往往低于地面，这种桩称为低桩，其承台称为低桩承台。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条