Detailed Discussion on Cladding Repair of Cement Industry Grinding Equipment Accessories
Literature Overview and Context
The study by Huang Zhiquan, Yang Wei, and Li Junwei, published in 2014 in the New Century Cement Guide, provides a detailed technical discussion on the cladding repair of cement industry grinding equipment accessories. This work builds upon earlier research by the Zhengzhou Mechanical Research Institute team and addresses the practical challenges encountered in maintaining grinding equipment such as ball mills, rod mills, vertical mills, and roller presses. The study focuses on specific component types and the technical details that determine repair success or failure.
Core Technical Points
Classification of Grinding Equipment Components by Wear Type
The study categorizes grinding equipment accessories into distinct wear categories, each requiring a tailored cladding approach:
| Component Type | Wear Mechanism | Overlay Material | Welding Process |
|---|---|---|---|
| Mill liner plates | Abrasion + impact | High-carbon martensitic steel (C 1.5–2.5%) | SAW or FCAW |
| Trunnion bearing surfaces | Sliding + fretting | Medium-alloy steel with B or Mo | GMAW or SAW |
| Grinding ring | Sliding abrasion | High-chromium cast iron or martensitic steel | SAW |
| Ball mill discharge grate | Abrasion + corrosion | Stainless steel or duplex alloy | GMAW |
| Roller press roll surface | Abrasion + impact | High-carbon steel with carbide particles | SAW or plasma arc |
| Feed chute and hopper | Abrasion | Chromium carbide composite | SAW or FCAW |
Detailed Process Parameters for Critical Components
The study provides granular process details for the most commonly repaired components:
Mill Liner Plate Cladding:
| Parameter | Specification |
|---|---|
| Substrate material | Q235 or Q345 carbon steel |
| Overlay material | High-carbon steel wire (C 2.0%, Cr 8%, Mo 2%) |
| Preheat temperature | 150–200°C |
| Interpass temperature | < 250°C |
| Number of passes | 2–3 layers |
| Total overlay thickness | 8–15 mm |
| Final hardness | 50–58 HRC |
| PWHT | Stress relief at 550–600°C for 2 hours |
Trunnion Bearing Surface Repair:
| Parameter | Specification |
|---|---|
| Substrate material | 45 steel or 40Cr |
| Overlay material | Medium-alloy steel with boron or molybdenum |
| Preheat temperature | 200–250°C |
| Welding process | GMAW with low-hydrogen flux-cored wire |
| Overlay thickness | 3–5 mm |
| Final machining | CNC turning to original dimensions |
| Final hardness | 30–38 HRC (matching original bearing surface) |
Common Defects and Root Cause Analysis
The study provides a comprehensive defect analysis using a systematic approach:
| Defect | Visual/NDT Signature | Root Cause | Countermeasure |
|---|---|---|---|
| Cracking at weld/HAZ boundary | MT indication, linear | High Ceq substrate, insufficient preheat | Increase preheat to 250°C, use low-hydrogen filler |
| Porosity in overlay | UT or RT indication, round | Flux moisture, surface contamination | Dry flux at 300°C for 2h, grind surface to bare metal |
| Lack of fusion | UT indication, planar | Insufficient current, poor flux coverage | Increase current by 10–15%, ensure proper flux depth |
| Excessive dilution | Hardness gradient, poor wear resistance | Low travel speed, deep penetration | Increase travel speed, use smaller wire diameter |
| Distortion | Dimensional deviation | Asymmetric thermal input | Symmetric welding sequence, use backing plates |
| Spalling of overlay | Visual, delamination | Poor bond strength, high residual stress | Improve preheat, perform PWHT, optimize interpass temp |
Quality Control and Inspection Protocol
The study emphasizes a rigorous quality control protocol aligned with industry standards:
- Pre-weld inspection: Visual examination of substrate, dimensional verification, surface preparation confirmation (grind to bare metal, Ra 6.3–12.5 μm).
- In-process monitoring: Welding parameter logging, interpass temperature measurement, visual inspection of each pass.
- Post-weld inspection: 100% MT of all welds, UT of critical welds, hardness survey across overlay cross-section (minimum 3 points per cross-section).
- Post-PWHT verification: Hardness re-survey, dimensional check, visual inspection for cracking.
- Final acceptance: Dimensional verification per drawing tolerances, surface roughness check, functional fit test.
Engineering Practice Integration
The detailed technical discussion in this study is directly applicable to maintenance engineers and welders working in cement plant maintenance departments. The following practical recommendations emerge:
- Standardize welding procedures: Each component type should have a qualified welding procedure specification (WPS) documented per NB/T 47014 or equivalent standards.
- Train and certify welders: Only welders qualified on the specific process and material combination should perform cladding repairs.
- Implement a repair tracking system: Document each repair with component ID, date, process parameters, inspection results, and service life data.
- Plan preventive maintenance: Schedule cladding repairs based on wear rate data rather than waiting for component failure.
Study Insights and Reflections
This study represents a mature and comprehensive treatment of cladding repair technology for cement grinding equipment. The systematic approach to defect analysis and the detailed process parameters provide a valuable reference for field engineers. The emphasis on quality control protocols is particularly important, as inadequate inspection is a leading cause of premature repair failure in industrial settings. The work by the Zhengzhou Mechanical Research Institute team demonstrates the value of sustained research and development in a specific industrial sector, building upon earlier findings to create an increasingly sophisticated body of practical knowledge. For engineers new to this field, this study serves as an excellent starting point for understanding the technical requirements and quality expectations of industrial cladding repair.
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