钢绞线斜拉索群锚夹片整体顶压施工技术
                    
                    作者简介:
唐栋梁,项目总工程师,高级工程师, E-mail:195407395@ qq. com
                    作者单位:
中交二航局第二工程有限公司,重庆 401120
                    基金项目:
∗中交二航局科技立项课题:高低塔、钢绞线拉索、叠合梁斜拉桥主梁施工控制研究(EHYF-2023-B-032)
                    摘要:
斜拉桥钢绞线拉索单根挂索并初张拉完成后,在二次张拉要求整体张拉时,往往存在群锚夹片后退距离不够刮伤防腐涂层的情形,在二次张拉完成钢绞线回缩时,往往存在两瓣式工作夹片不能同步回缩甚至出现错位情形,这就导致低应力状态下的钢绞线斜拉索的锚固性能骤然降低,给大桥安全带来较大隐患。以四川省泸州市榕山长江大桥为例,介绍一种能整体顶压钢绞线斜拉索群锚夹片前移的新型液压装置,该装置设置在限位板与整体张拉千斤顶之间,其顶升活塞能带动其前端的顶压头组整体前移,顶压头组为空心管结构,当其穿过限位板眼孔后,可将工作夹片整体顶入工作锚锥孔内,可有效解决前述锚固隐患问题。
                    
                    
                    
English:
After the single strand hanging and initial tensioning of the steel strand cables of a cable-stayedbridge are completed, there is often a situation where the anchor clips of group anchorage do not haveenough retreat distance during the overall tensioning in the secondary tensioning,which can scratch theanti-corrosion coating. During the completion of the second tensioning,when the steel strand retracts,there is often a situation where the two-leaf working anchor clips can not retract synchronously or evenbecome misaligned. This leads to a sudden decrease in the anchoring performance of the steel strandcables under low stress, posing a significant safety hazard to the bridge. Taking the cable construction ofthe Rongshan Yangtze River Bridge in Luzhou, Sichuan Province as an example, this paper introduces anew type of hydraulic device that can collectively advance the anchor clips of the steel strand cables. Thisdevice is installed between the limit plate and the collective tensioning jack. Its lifting piston can drivethe entire front pressing head assembly to move forward. The pressing head assembly is a hollow tubestructure. After it passes through the eye hole of the limit plate, it can push the working anchor clips intothe working anchor cone hole as a whole, effectively resolving the aforementioned anchoring safetyhazards.