摘要
以宁波招宝山大桥西引桥A、B匝道后张法预应力连续箱梁采用钢绞线压花锚锚固技术的工程实例,叙述了压花锚锚固性能试验中试块尺寸、测点布置、实验装置及加载方法,并作了试验结果分析。
Description is made of the test on the performance of the strand-end-patterned anchor, including the analysis of the test results, through the example of Ramps A and B on the west approach of Baoshan Bridge in Ningbo using the post-tensioned prestressed continuous box girders and strand-end-patterned anchors.
出处
《中国市政工程》
2006年第2期88-89,共2页
China Municipal Engineering
关键词
后张法预应力
钢绞线
压花锚锚固性能试验
post-tensioned prestress
strand
test on the performance of strand-end-patterned anchor
