应用研究 2024年 第53卷 第10期

DOI: 10.7672 / sgjs2024100104

跨河钢箱梁顶推施工技术与变形控制研究

安建波

作者单位:

安建波,工程师,E-mail: wanghao166@ 126. com

作者简介:

中铁二十局集团有限公司,陕西 西安 710032

基金项目:

∗陕西省科技计划项目(2024SF-YBXM-642)

摘要:

学府路东延跨太平河桥梁工程主跨梁体采用顶推法施工,具有顶推跨径大、梁体结构宽、工期长等特点.通过现场监测,结合施工方案,分析顶推过程中的步进位移、偏移、挠度情况;分析出现偏移的原因为:顶推设备竖向顶升不到位、横向油缸横移时误差、临时墩出现沉降、顶推施工环境复杂多变、施工现场早晚温差大等. 由此制定针对性的施工控制措施,保证梁体步进过程中各结构物的安全性与稳定性.

English:

The main span beam of the east extension of Xuefu Road across Taiping River Bridge isconstructed by jacking construction, which has the characteristics of large jacking span, wide beamstructure and long time required. Through on-site monitoring, combined with the construction plan, thestep displacement, offset and deflection in the jacking process are analyzed. The reasons for the deviationare analyzed as follows: the vertical jacking of the jacking equipment is not in place, the error of thetransverse movement of the transverse oil cylinder, the settlement of the temporary pier, the complex andchangeable environment of the jacking construction, and the large temperature difference between themorning and evening on the construction site. Therefore, targeted construction control measures areformulated to ensure the safety and stability of each structure during the beam stepping process.