Bolt Anti-Loosening, Anti-Corrosion, and Torque Control

Sep 17, 2025 Leave a message

Bolt Anti-Loosening, Anti-Corrosion, and Torque Control

 

  • What is the basis for setting 50-80N·m locking torque for heavy-haul railway double-nut bolts, and how much is the anti-loosening effect improved vs. single nuts?​

Basis: 50-80N·m is 10%-20% of the main nut torque (400-450N·m), forming reverse force to prevent loosening (10-20Hz vibration) without thread damage (≤0.1mm deformation). Improvement: Torque decay 25%→8% in 3 months, annual loosening rate 12%→3%. Tighten main nut first, then lock nut, sample ≥20% with torque wrench (≤±10% deviation).​

 

rail bolt1

 

  • What are the core anti-corrosion advantages of ≥8μm Dacromet coatings vs. hot-dip galvanizing for bolts, and which harsh environments are they suitable for?​

Advantages: ① Better salt spray resistance (1000h vs. 500h), corrosion rate 0.02→0.005mm/year in coastal areas; ② No hydrogen embrittlement (avoids 5%→0.5% fracture); ③ Good toughness (180° bending no peeling). Suitable for coastal (high salt), chemical (acid-alkali), and alpine (deicing agent) areas, life extends to 15 years (5 years longer than galvanizing).​

 

rail bolt2

 

  • What problems occur with >±15% bolt torque deviation (400N·m design, 340/460N·m actual), and how to control torque via processes?​

Insufficient (340N·m): Preload 200→170kN, 15% loosening in 3 months, >0.5mm gap; excessive (460N·m): Thread deformation >0.2mm, 10% strength loss. Control: ① Use ±3% digital wrenches, calibrate quarterly; ② Train operators, "initial-tightening (200N·m)-retightening (400N·m)"; ③ Retest in 1 hour, re-tighten if >±10%; ④ Sample 10% for tension tests (200±20kN). Qualification rate ≥98%.​

 

spike in railway

 

  • How to repair bolts with 0.1mm thread rust (24→23.8mm diameter) for reuse, and what to test after repair?​

Steps: ① Remove rust, soak in 5% oxalic acid for 10 minutes; ② Grind threads to Ra≤6.3μm; ③ Apply MoS₂ grease (-40℃ to 120℃); ④ Tighten to 400N·m. Tests: ① 23.8±0.1mm pitch diameter; ② ≥750MPa tensile strength; ③ ≤10% torque decay after 100,000 cycles; ④ 48h salt spray resistance. Lasts 5 years, saves 80% cost.​

 

  • What are the strength and toughness differences of 40Cr, 35CrMo, and 20MnTiB bolts, and how to select them for different lines?​

Differences: ① 40Cr: 800-900MPa, ≥30J/cm² (medium strength/toughness); ② 35CrMo: 900-1000MPa, ≥40J/cm² (high strength/toughness); ③ 20MnTiB: 1000-1100MPa, ≥35J/cm² (high strength, medium toughness). Selection: ① Ordinary railways (20t): 40Cr (low cost, ¥10/piece); ② High-speed (350km/h): 35CrMo (high toughness for 20-30Hz vibration); ③ Heavy-haul (27t): 20MnTiB (high strength for 200kN preload, 12-year life). Matches line needs, ≤2% failure rate.