摘要
结合实际工程,主要对多节式桥墩拼装技术及桥墩竖向预应力施工技术进行了详尽的研究,旨在保证该工程的整体质量。
Combined with the actual project, this paper mainly studied the assembling technology of multi-section bridge piers and the vertical prestress construction technology of bridge piers, aiming at guarantee the overall quality of the project.
引文
[1]JTG/T F50-2011公路桥涵施工技术规范[S].
[2]李勇强.箱梁桥竖向预应力二次张拉施工控制技术[J].交通世界(建养·机械),2013(10):184-185.
[3]胡林翼.竖向预应力钢绞线二次张拉施工工艺研究[J].湖南交通科技,2016(2):200-203.