Taiwan Railway's Resilience Reconstruction of Xiaoqingshui Stream Bridge via Pier-Free Truss Design
Structures · Construction methods · Project management
Following compound disaster impacts from the 2024 earthquake and typhoon, Taiwan Railway Corporation reconstructed the Xiaoqingshui Stream Bridges on the North-Link Line. Replacing multi-span pier designs, both tracks adopted 40-meter single-span through steel truss bridges without river piers, raising beam clearance by 85 cm. Advance modular prefabrication and pier cap widening under live traffic compressed the full suspension window to 42 days, bolstering regional railway resilience.
In response to severe debris flows triggered by compound disasters in eastern Taiwan in 2024, railway engineering teams overhauled the Xiaoqingshui Stream Bridge on the North-Link Line. Rather than restoring the damaged multi-span concrete pier structures, the project implemented 40-meter single-span through steel truss bridges without riverbed piers, raising beam clearance by 85 cm and expanding discharge capacity by 10%. Westbound recovery completed in 149 days, while eastbound proactive reconstruction leveraged an advance-readiness framework to finish within a 42-day line-suspension window.
Key takeaways
- Both westbound and eastbound bridges adopted 40-meter single-span pier-free steel truss designs, raising beam levels by 85 cm and enhancing cross-sectional flood discharge by 10%.
- Structures utilized A709 high-strength steel with fully bolted connections; modular prefabrication was completed off-site within 42 days to avoid hazardous on-site welding.
- The eastbound bridge used an advance-readiness method, completing pier cap extensions and cable relocations under live electrified traffic over 44 days, allowing bridge replacement in 42 days of track closure.
- A multi-tiered monitoring framework combined satellite multi-spectral data, drone point-cloud models, and real-time hydrological gauges with guide walls and multi-agency catchment clearing.
Source:中國土木水利工程學會|土木水利 Read the original ↗
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