分析泄水闸闸室段基础锚筋桩施工以及质量控制措施

The Construction and Quality Control Measure of Foundation Anchor Pile of Sluice Lock Chamber Section

泄水闸的建基岩体系为多种砂岩的混合体系,易于风化致使岩层角度发生倾斜,造成建基面沿层面出现光面,导致泄水闸深层易于打滑、发生危险且不利于维修。由于其工程地理位置的特殊性,这一问题一直是水利工程作业的一项难点和研究重点。论文以某工程为例,对泄水闸闸室段基础锚筋桩施工及质量控制措施进行分析,希望可以为同类工程的交流提供借鉴。

The bedrock system of discharge sluice is a mixed system of variety sandstone, easy to weathering and causing tilt of rock angle,causing smooth foundation surface, and leading that deep discharge sluice is easy to slip, dangerous and bad for maintenance. Due to the particularity of its engineering geography, this problem has been a difficult and research focus of hydraulic engineering. This paper taking a engineering as an example, analyzes the construction and quality control measures of the foundation anchor pile in the sluice lock chamber section, and hopes to provide reference for similar engineering.