Abstract

Prestressed concrete sleeper is a safety-critical track component widely used in ballasted railway tracks. The performance, endurance and quality of prestressed concrete sleepers can detrimentally affect the serviceability and durability of a railway track. An optimal production method is an important criterion underpinning quality and durability over the entire service life of prestressed concrete sleepers. At present, the research work of the sleeper mainly focuses on the dynamic load, bearing capacity and structural design method, etc. However, there exists a lack of research on the specific advantages and disadvantages of the sleeper production process and the improvement of the sleeper process research. This study is the world’s first to collect and analyse the technical data and characteristics of modern production methods of prestressed concrete sleepers, including the long-line system method, pre-tensioned long-mould flow method, pre-tensioned short-mould flow method, post-tensioned short-mould flow method and instant-demoulded short-mould flow method. The precautions for these prestressed concrete sleepers are highlighted in the paper as well. The research results show that the long-line system method, pre-tensioned short-mould flow method, post-tensioned short-mould flow method and instant-demoulded short-mould flow method have a higher automation level and lower efficiency than the pre-tensioned long-mould flow method. The production method of the pre-tensioned long-mould flow method has high efficiency and low cost of equipment, but more workers are needed. Through a comparative analysis, this paper also determines the environmental impacts and provide new references and suggestions for the development and progress of sleeper production technologies.

Highlights

  • Railway sleepers are one of the key components in ballasted railway tracks

  • The carbon emission Q2 caused by oil consumption during concrete mixing and prestressed concrete sleeper production is calculated in the following formula: Q2 = PMI2 (3)

  • The carbon emission Q3 caused by power consumption during concrete mixing and prestressed concrete sleeper production is calculated in the following formula: Q3 = DMI3 (4)

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Summary

Introduction

Railway sleepers are one of the key components in ballasted railway tracks. A main function is to bear the loads from the rails in all directions and transfer on to the ballast bed [1,2,3]. Railway sleepers help maintain the geometry of a rail track such as rail gauge and track alignments [4,5] Based on their shape and dimension, railway sleepers can be classified as monoblock sleepers [6], twin-block sleepers, ladder-shaped sleepers and Y-shaped sleepers. The sleepers can be referred to differently based on their applications such as track sleepers, bridge transom sleepers and turnout bearers, etc. Sustainability 2022, 14, 1059 sleepers can be referred to differently based on their applications such as track sleep‐.

Different
Methods of of Prestressed
Process and Technical Characteristics
Long-line
Precautions
Pre‐Tensioned
10. Concrete
Technical
Pre-Tensioned Short-Mould Flow Method
Product quality
Post‐Tensioned
Process
18. Sealing
Precautions in Production
Instant-Demoulded Short-Mould Flow Method
21. Instant-demoulded
Time Boundary and Carbon Emission Activity
Calculation Model
Calculation of Carbon Emissions of the Railway Sleeper Production
Methods
Findings
10. Conclusions

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