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多跨连续矮腿V型刚构的设计对策
引用本文:曹国银. 多跨连续矮腿V型刚构的设计对策[J]. 城市道桥与防洪, 2011, 0(9): 51-53,68,320
作者姓名:曹国银
作者单位:宁波市市政公用工程安全质量监督站,浙江宁波,315010
摘    要:该文以宁波市福庆路后塘河大桥为例,通过对矮腿V型刚构桥不同基础形式的计算结果分析,得出在基础水平刚度较大情况下,总体温度及收缩徐变是影响V型刚构桩基轴力分布不均匀的主要原因。根据计算结果,提出采用大直径的单排桩基形式,以降低桩基的水平刚度,解决桩基轴力不均匀分布的问题。最后,结合设计意图,提出一些有效的施工及构造保证措施,确保桥梁的顺利建成。

关 键 词:多跨连续V型刚构  矮V腿  设计对策  桩基刚度  单桩轴力

Design Countermeasures for Multi-span Continuous Low-leg V-type Rigid Frame
Cao Guoyin. Design Countermeasures for Multi-span Continuous Low-leg V-type Rigid Frame[J]. Urban Roads Bridges & Flood Control, 2011, 0(9): 51-53,68,320
Authors:Cao Guoyin
Abstract:Taking Ningbo Fuqing Road Houtang River Bridge as an example,the article analyzes the calculation results of the low-leg V-type rigid frame bridge in the different foundation types,and attains that the master temperature and the shrinking creep are the main causes to affect the uneven distribution of pile foundation axial force of V-type rigid frame under the condition of the larger horizontal rigidity of foundation.Based on the calculation result,the article puts forward the use of large-diameter single-ro...
Keywords:multi-span continuous V-type rigid frame  low V-type leg  design countermeasure  pile foundation rigidity  single-pile axial force  
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