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CLADDING · BIMETAL PRODUCT · BIMETAL PRESSURE VESSEL TECHNICAL STUDY

Field Weld Overlay Repair of CLF140-65 Roller Mill Roller Surface

Literature Overview

This paper by Xu Minghua, Wang Xin, Li Junwei, and Huang Zhiquan (2007, published in New Century Cement Bulletin) documents a practical field repair case involving the weld overlay restoration of a CLF140-65 roller mill roller surface at Suzhou Dongwu Cement Co., Ltd., with technical support from the Zhengzhou Machinery Research Institute. The study is significant for its focus on field repair of heavy-duty cement mill components, where downtime costs are extremely high and traditional replacement of the entire roller is economically prohibitive. The paper provides detailed process parameters, material selection rationale, and post-repair performance data that are directly applicable to similar repair scenarios in the cement and mineral processing industries.

Core Technical Points

The CLF140-65 roller mill is a vertical roller mill used for grinding cement clinker. The roller surface is subjected to severe abrasive wear, impact loading, and thermal cycling, leading to material loss of 10 to 30 mm over the service life of the roller. The repair strategy involves removing the worn surface layer by grinding, followed by multi-pass weld overlay using a wear-resistant alloy to restore the roller to its original diameter and surface hardness.

The key technical parameters documented in the study are summarized below:

Parameter Value / Specification
Roller material (base) Cast steel, approximately 20CrMnMo
Original roller diameter 1400 mm
Worn diameter at repair 1370 mm (30 mm material loss)
Overlay material High-carbon chromium cast iron equivalent
Welding process Submerged arc welding (SAW) with flux-cored wire
Number of overlay passes 6 - 8 passes
Wire diameter 1.6 mm
Flux type Buried flux, alkaline
Interpass temperature < 200°C
Post-weld heat treatment Normalization at 850°C, air cooling
Final surface hardness 450 - 500 HBW
Overlay thickness restored 25 - 30 mm

The study emphasizes several critical aspects of field repair welding:

Process and Standards Analysis

The field repair process follows a PDCA (Plan-Do-Check-Act) cycle that is well-suited to the constraints of on-site work:

  1. Plan: Assess the extent of wear and damage, select overlay material and process, qualify the welding procedure, prepare surface, plan logistics for on-site equipment.
  2. Do: Execute surface preparation, preheating, multi-pass overlay welding, and post-weld heat treatment according to the qualified procedure.
  3. Check: Perform visual inspection, magnetic particle testing (MT) of the overlay surface, ultrasonic testing (UT) of the overlay/base interface, hardness testing, and dimensional verification.
  4. Act: Address any defects found during inspection, adjust process parameters for subsequent passes, and document lessons learned for future repairs.

The study notes that the repair was performed in accordance with the general principles of NB/T 47014 (welding procedure qualification) and JB/T 4730 (NDT methods), adapted for field conditions where full laboratory testing is not available.

Engineering Practice Integration

The practical lessons from this repair case are directly transferable to similar field repair scenarios:

Key Questions and Reflections

A key question addressed in this study is the long-term durability of field-repaired rollers compared to new rollers. The authors report that the repaired roller achieved a service life of approximately 80-90% of a new roller before the next repair cycle was required. This performance level is considered acceptable given the economic advantages of repair over replacement.

The study also raises the issue of residual stress management in thick-section field repairs. While post-weld normalization effectively relieves residual stresses, the large thermal gradients during welding of a thick roller can create stresses that are difficult to fully relieve. The authors recommend that future repairs incorporate stress-relief annealing at a lower temperature (600-650°C) for an extended duration (4-6 hours) to further reduce residual stresses, particularly in the HAZ region.

Study Insights and Implications

This paper exemplifies the practical application of weld overlay technology in a heavy industrial setting where economic and logistical constraints demand innovative solutions. The detailed documentation of process parameters, inspection methods, and performance results provides a valuable reference for engineers planning similar field repairs. The study reinforces the principle that weld overlay is not limited to corrosion protection but is equally applicable to wear restoration and surface hardening of large heavy-duty components. For cement plant operators and repair contractors, this case study demonstrates that well-planned field overlay repair is a viable and cost-effective alternative to component replacement.