Cladding of New Rolling Mill Frame Surfaces
Literature Overview
This 2000 study by Zhang Liangfeng from Xiangtan Institute of Electromechanical Engineering investigates the application of weld overlay cladding to the surfaces of new rolling mill frames. Rolling mill frames are massive structural components that must withstand enormous compressive and bending loads during the rolling process. The working surfaces of the frame, particularly the bolted joints, pin holes, and contact surfaces with other mill components, are subject to severe wear, fretting, and corrosion. Applying a wear-resistant overlay cladding to these surfaces during fabrication, rather than as a repair after damage, represents a proactive approach to extending component life and reducing maintenance costs.
Core Technical Content
Service Conditions and Wear Mechanisms
Rolling mill frames operate under extreme mechanical and thermal conditions. The wear mechanisms affecting frame surfaces include:
| Wear Mechanism | Location | Severity | Description |
|---|---|---|---|
| Abrasive wear | Guide surfaces, bolt seats | High | Contact with moving mill components |
| Fretting wear | Bolted joints | Moderate | Micro-motion under cyclic loading |
| Corrosion wear | Exposed surfaces | Moderate | Oxidation, chemical attack from coolants |
| Fatigue wear | Pin holes, bearing seats | High | Cyclic contact stress |
| Galling | Sliding contact surfaces | Moderate | Adhesive wear under high pressure |
The base material of rolling mill frames is typically low-carbon structural steel (Q235, Q345) or medium-carbon steel (45 steel), with hardness in the range of HV 120–250. These materials provide adequate structural strength but insufficient surface hardness to resist the wear mechanisms described above.
Cladding Material Selection
The selection of overlay material depends on the specific wear mechanism and service conditions. The following materials were evaluated in the study:
| Overlay Material | Hardness (HV) | Composition | Application |
|---|---|---|---|
| Cr-C composite hardfacing | 800–1100 | 20-30% Cr, 3-5% C, balance Fe | Abrasive wear surfaces |
| Fe-Cr-Ni-C hardfacing | 500–700 | 15-20% Cr, 8-12% Ni, 3-4% C | High-temperature wear |
| Ni-based hardfacing | 400–600 | Ni-Fe, Ni-Cr-Fe | Corrosion + moderate wear |
| Stellite 6 | 350–450 | Co-Cr-W | High-temperature, severe wear |
| Austenitic stainless steel | 200–280 | 304, 316 | Corrosion resistance |
Welding Process and Parameters
For new frame cladding, the following welding processes were investigated:
- Submerged arc welding (SAW): Suitable for large, flat surfaces. High deposition rate (3–5 kg/h), low spatter, and good weld quality. Requires flux and wire feed equipment.
- Flame spraying (oxy-fuel): Suitable for large areas and complex geometries. Moderate deposition rate (0.5–1.0 kg/h), lower equipment cost.
- Electroslag welding (ESW): Suitable for thick overlay layers on large flat surfaces. Very high deposition rate (5–10 kg/h), uniform microstructure.
- Plasma transferred arc (PTA) cladding: Suitable for high-quality overlay with precise dilution control. Moderate deposition rate (1–2 kg/h).
| Process | Deposition Rate | Overlay Thickness | Surface Quality | Equipment Cost |
|---|---|---|---|---|
| SAW | 3–5 kg/h | 2–10 mm | Good | Moderate |
| Flame spray | 0.5–1.0 kg/h | 0.5–3 mm | Moderate | Low |
| ESW | 5–10 kg/h | 5–20 mm | Good | High |
| PTA | 1–2 kg/h | 1–5 mm | Excellent | High |
Recommended Process Parameters for SAW Cladding
| Parameter | Value | Rationale |
|---|---|---|
| Welding current | 400–600 A | Adequate for 2–3 mm bead width |
| Arc voltage | 28–35 V | Controls bead profile and penetration |
| Travel speed | 200–400 mm/min | Balances deposition rate and quality |
| Flux coverage | Minimum 10 mm | Prevents oxidation and spatter |
| Preheat | 100–150 °C | Reduces residual stress |
| Interpass temp | ≤ 200 °C | Prevents grain coarsening |
| Wire diameter | 1.6–2.4 mm | Compatible with current range |
Process Development and Quality Control
Multi-Pass Cladding Strategy
For new rolling mill frame cladding, a multi-pass strategy is recommended to achieve the required overlay thickness and properties:
- Bonding pass: A thin first pass (1.0–1.5 mm) using a filler metal compatible with both the base steel and the final overlay material. This pass ensures good metallurgical bonding and acts as a transition layer to reduce thermal stress.
- Build-up passes: Subsequent passes (1.5–2.0 mm each) using the final overlay material. The number of passes depends on the required total thickness (typically 3–8 mm for mill frame surfaces).
- Final pass: A final pass optimized for surface quality and hardness uniformity. This pass may use slightly different parameters to produce a smooth, dense surface suitable for subsequent machining or grinding.
Quality Control Requirements
| Inspection Method | Purpose | Acceptance Criteria |
|---|---|---|
| Visual inspection (VT) | Surface defects | No cracks, undercut > 1 mm, porosity > 5% area |
| Magnetic particle testing (MT) | Surface/subsurface cracks | No indications |
| Ultrasonic testing (UT) | Bond integrity, internal defects | No lack of fusion, no volumetric defects > 1 mm |
| Hardness testing | Overlay properties | Within specified range (e.g., HV 800–1100 for Cr-C) |
| Macrographic examination | Microstructure, dilution | Uniform carbide distribution, no segregation |
| Wear testing | Service performance | Wear rate < 0.05 mm³/N·m |
Integration with Engineering Practice
Design Considerations for Frame Cladding
When specifying cladding for new rolling mill frames, the following design considerations must be addressed:
- Thermal stress management: The massive frame geometry creates significant restraint, leading to high residual stresses in the overlay welds. Stress-relief annealing (550–650 °C for 2–4 hours) should be performed after cladding to reduce residual stresses to acceptable levels.
- Dimensional tolerance: The cladding must not compromise the dimensional accuracy of the frame. Machining allowances of 2–3 mm should be provided on cladded surfaces.
- Stress concentration: Sharp transitions between cladded and uncladded areas create stress concentrations. Fillet transitions or gradual tapering should be used at cladding boundaries.
- Welding sequence: A balanced welding sequence should be used to minimize distortion. Symmetrical welding from the center outward is recommended for large frames.
Economic Analysis
The economic justification for new frame cladding depends on the comparison between the initial cladding cost and the savings from reduced maintenance and extended component life. A typical economic analysis includes:
| Cost Item | Estimate (per m² of cladding) |
|---|---|
| Material cost (filler + flux) | $50–150 |
| Welding labor | $100–200 |
| Equipment and consumables | $20–50 |
| Inspection and testing | $30–80 |
| Post-weld treatment | $50–100 |
| Total | $250–580 |
Compared to the cost of frame replacement or major overhaul ($5,000–20,000 per frame), the cladding investment is typically recovered within the first 1–2 years of operation, depending on the severity of the service conditions.
Study Insights and Implications
The 2000 study from Xiangtan Institute of Electromechanical Engineering represents a significant contribution to the field of preventive cladding for heavy industrial equipment. Key insights include:
- Applying wear-resistant cladding during fabrication, rather than as a repair, eliminates the need for disassembly, surface preparation, and reassembly that would be required for post-damage repair. This approach is particularly advantageous for large, complex structures like rolling mill frames where access is limited.
- The selection of cladding material must be matched to the specific wear mechanism. A single material cannot address all wear types simultaneously, and multi-zone cladding with different materials may be required for different frame surfaces.
- Residual stress management is critical for massive structural components. Without proper stress relief, the overlay welds may crack during service under cyclic loading.
- The economic case for preventive cladding is compelling when the component life extension exceeds 2–3 times the original design life, and the downtime cost for repair is significant.
For modern rolling mill design, the integration of cladding specifications into the original engineering drawings and fabrication procedures is becoming increasingly common. This approach aligns with the philosophy of total productive maintenance (TPM) and life-cycle cost optimization. The study provides a valuable technical foundation for engineers developing cladding specifications for new heavy industrial equipment.
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