Wear mechanism and life prediction of the ripper in a 9‐m‐diameter shield machine tunneling project of the Beijing new airport line in a sand‐pebble stratum

Abstract

Tool wear is a noteworthy problem in the process of shield tunneling, and the degree of wear varies with stratum. The sand-pebble strata in Beijing are typically mechanically unstable. However, many subways are buried wholly or partially in sand-pebble strata. Taking the Beijing New Airport line tunneling project as research background, this study evaluated the wear characteristics of the multiconfiguration rippers of a 9-m-diameter spoke-type shield tunneling machine in a sand-pebble stratum. The wear values of five ripper teeth and ripper flanks were analyzed based on field-measured data from the Beijing New Airport line project. As the analytical results show, the wear value generally increases as the installation radius enlarges with the rise of cutting trace length. The wear of the 190-rippers was divided into five categories: pedestal wear, ripper teeth collapse, uniform wear, ripper teeth falling off and ripper flank wear. Uniform wear of the ripper teeth and ripper flank wear were the two abrasion types of the 190-rippers. The teeth of the 155-rippers mostly maintained their cutting capacity under the protection of the 190-rippers. A wear prediction model of linear fitting field data was developed for a 190-ripper face to obtain the optimum shield driving distance in the sand-pebble stratum. The average wear coefficients of the 190-ripper before and after replacement matched well, being 0.045 and 0.066 mm/km, respectively. The results of this study provide a theoretical reference for tool wear prediction in shield construction under similar geological conditions.

Research on the design method for uniform wear of shield cutters in sand–pebble strata

“…Frequent shield cutter replacement inevitably affects the construction schedule and safety. Multiple engineering projects have shown that the cutters of a 6‐m diameter shield machine must be replaced once every 400–600 m during excavation in sand–pebble strata in Beijing (Jiang et al, 2022; Yang et al, 2022). For the Chengdu Metro Line 2, the cutters were replaced every 50–100 m when crossing the sandy gravel layer, and the cost of cutters per linear meter of excavation reached approximately 2000 RMB (Wang, 2008).…”