Weather-Resistant Enhancement Technology and Adaptation Solutions for Different Climate Zones for Elastic Clips
What is the core technology for enhancing the weather resistance of elastic strips in high-temperature and high-humidity areas?
The core of enhancing the weather resistance of elastic strips in high-temperature and high-humidity areas is anti-corrosion and anti-aging. First, weather-resistant spring steel 09CuPCrNi-A is selected as the material, which contains corrosion-resistant elements such as copper and chromium. A dense passivation film is formed on the surface in high-temperature and high-humidity environments, with a corrosion rate <=0.03mm/year. The surface treatment adopts a hot-dip galvanizing + sealant double-layer protection process, with a zinc layer thickness >=120μm. The sealant is made of polyurethane with a thickness >=20μm, which can fill the pores of the zinc layer and prevent water vapor and corrosive media from invading. The structure of the elastic strip is optimized, with arc transitions added at stress concentration areas, and the transition radius is increased from 5mm to 10mm to reduce the risk of stress corrosion in high-temperature and high-humidity environments. In addition, waterproof gaskets are installed at the installation parts of the elastic strip. The gaskets are made of nitrile rubber with a temperature resistance range of -40℃~120℃, which can effectively block rainwater and moisture from entering the contact gap between the elastic strip and the rail. The strengthened elastic strip needs to undergo accelerated aging test, with an elastic attenuation rate <=5% after aging for 1000 hours in an environment of 70℃ and 95% humidity.

What are the measures to improve the low-temperature weather resistance of elastic strips in alpine permafrost areas?
The core of improving the low-temperature weather resistance of elastic strips in alpine permafrost areas is to enhance low-temperature toughness and freeze-thaw resistance. First, low-temperature spring steel 60Si2MnDR is selected as the material, which has an impact energy >=34J at -40℃ low temperature to avoid low-temperature brittle fracture. The surface treatment adopts zinc infiltration process, with a zinc infiltration layer thickness >=60μm. The bonding force of the zinc infiltration layer is 3 times higher than that of the hot-dip galvanizing layer, and it is not easy to peel off under freeze-thaw cycles. The elastic modulus of the elastic strip is optimized. By adjusting the heat treatment process, the change rate of the elastic modulus of the elastic strip in the temperature range of -40℃~20℃ is <=5% to ensure stable preload. Low-temperature anti-loosening grease is used during installation, with a freezing point <=-55℃, which does not solidify at low temperatures and can effectively prevent thread loosening. In addition, the elastic strip needs to undergo freeze-thaw cycle test, with a preload attenuation rate <=8% and a fatigue life >=2×10⁶ times after 50 freeze-thaw cycles from -40℃ to 20℃.

What are the key points of anti-corrosion strengthening design for elastic strips in saline-alkali corrosion areas?
The core of anti-corrosion strengthening design for elastic strips in saline-alkali corrosion areas is to isolate the erosion of saline-alkali media. First, stainless steel spring steel 2Cr13 is selected as the material, which has a corrosion resistance more than 10 times higher than that of ordinary spring steel in saline-alkali environments, with a tensile strength >=850MPa, meeting the stress requirements of the fastener system. The surface treatment adopts a polytetrafluoroethylene coating spraying process, with a coating thickness >=50μm. Polytetrafluoroethylene has excellent chemical corrosion resistance, can resist the erosion of saline-alkali solutions, and has a salt spray test corrosion resistance time >=2000 hours. The structure of the elastic strip adopts a fully enclosed design to avoid direct exposure of the threads and stress-bearing parts of the elastic strip to the saline-alkali environment. At the same time, an insulating and anti-corrosion sleeve is installed at the contact part between the elastic strip and the rail, and the sleeve is made of polyethylene, resistant to saline-alkali corrosion. In addition, the installation torque of the elastic strip must be strictly controlled at 160-180N·m to ensure that the elastic strip is closely attached to the rail and reduce the occurrence of crevice corrosion. The strengthened elastic strip needs to undergo saline-alkali immersion test, with no rust or blistering on the surface after immersion in 5%NaCl solution for 30 days.

The testing methods for the weather resistance of elastic strips include accelerated corrosion test, low-temperature impact test and aging test. The accelerated corrosion test adopts neutral salt spray test, placing the elastic strip in an atomized environment of 5%NaCl solution, and the test time is adjusted according to the climate zone, 1000 hours for high-temperature and high-humidity areas, and 2000 hours for saline-alkali areas. The low-temperature impact test uses a Charpy pendulum impact testing machine to test the impact energy of the elastic strip at -40℃ low temperature to evaluate its low-temperature toughness. The aging test uses an ultraviolet aging test chamber to simulate sunlight irradiation and high-temperature and high-humidity environments to test the elastic attenuation rate of the elastic strip and the integrity of the surface coating. The evaluation indicators mainly include corrosion rate, impact energy, elastic attenuation rate and coating adhesion. A corrosion rate <=0.05mm/year is qualified, a low-temperature impact energy >=34J is qualified, an elastic attenuation rate <=5% after aging is qualified, and a coating adhesion >=5MPa is qualified. In addition, on-site coupon tests are required to hang elastic strip samples beside the track in the target climate zone, and detect their performance changes after 1 year of service to ensure that the weather resistance meets the actual needs.
The selection of elastic strips in different climate zones should follow the principle of "climate adaptation and performance priority". Elastic strips made of 09CuPCrNi-A material with hot-dip galvanizing and sealing treatment are selected for high-temperature and high-humidity areas; elastic strips made of 60Si2MnDR material with zinc infiltration treatment are selected for alpine permafrost areas; elastic strips made of 2Cr13 stainless steel material with polytetrafluoroethylene coating are selected for saline-alkali corrosion areas; elastic strips made of 60Si2MnA material with hot-dip galvanizing treatment are selected for ordinary climate zones. Maintenance strategies should be formulated according to the characteristics of the climate zone. Anti-corrosion inspections of elastic strips are carried out every six months in high-temperature and high-humidity areas, and zinc layer damage is repaired in a timely manner; the preload of elastic strips is checked every year before winter in alpine permafrost areas, and low-temperature anti-loosening grease is supplemented; coating integrity testing of elastic strips is carried out every year in saline-alkali corrosion areas, and damaged coatings are re-sprayed; flaw detection is carried out every year in ordinary climate zones to check for fatigue cracks. In addition, a full life cycle file of elastic strips is established to record the installation time, climate environment and test data of elastic strips, and targeted maintenance plans are formulated according to the file to extend the service life of elastic strips.

