针对悬索桥施工的特点 ,提出悬索桥施工控制的基本框架。施工前计算的重点应放在提高主缆、吊索、加劲梁段的无应力尺寸 (或长度 )及鞍座、索夹等预偏量的计算精度上 ;施工中控制的重点应放在消除悬索桥主塔、主缆的施工误差对加劲梁架设、合龙、线形控制的影响上。最后 ,以某主跨为 1385m的悬索桥施工中吊索长度的调整为例 ,证明了该框架的可行性 According to the characteristics of suspension bridge construction, the basic framework of suspension bridge construction control is proposed. Prior to construction calculation should focus on improving the main cable, sling, stiffened beam section of the stress-free size (or length) and saddles, cable clips and other pre-offset calculation accuracy; construction control should focus on eliminating Suspension Bridge Pylon, the main cable construction error on the erection of girder erection, closing, linear control on the impact. Finally, taking the adjustment of the sling length in the suspension bridge construction with a main span of 1385m as an example, the feasibility of the framework is proved