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CLADDING · BIMETAL PRODUCT · BIMETAL PRESSURE VESSEL TECHNICAL STUDY

Effect of Preheating Temperature on Shield Tunneling Cutter Head Overlay Microstructure and Properties

Literature Overview and Research Background

Shield tunnel boring machine (TBM) cutter heads are subjected to extreme abrasion from rock and soil, requiring periodic overlay welding to restore cutting edges and extend service life. The cutter head is typically fabricated from high-strength structural steel or low-alloy steel, and the overlay materials used are usually hardfacing alloys such as high-carbon chrome alloys, cobalt-based alloys, or tungsten carbide-containing composites. This study examines the influence of preheating temperature on the overlay microstructure, hardness, wear resistance, and bonding quality of TBM cutter head hardfacing.

The practical importance of this research is substantial. TBM cutter heads operate under cyclic loading, high contact stress, and abrasive conditions, where overlay failure can lead to costly downtime and safety risks. Understanding how preheating affects overlay performance is critical for developing reliable maintenance and repair procedures in tunneling operations.

Core Technical Analysis

Substrate Characteristics of Cutter Head Steel

TBM cutter heads are commonly fabricated from steels such as Q345R, 16MnR, or equivalent grades with yield strength of 345–460 MPa and tensile strength of 490–630 MPa. The base material typically has a hardness of 150–200 HB and moderate carbon equivalent (Ceq ≈ 0.4–0.5%), making it susceptible to cold cracking during welding if adequate preheating is not applied. The thick section geometry of cutter heads (often 50–150 mm) further exacerbates cooling rate concerns.

Overlay Materials Used

The study likely examines overlay materials such as:

Each material has distinct microstructural responses to thermal cycles imposed by preheating.

Preheating Temperature Effects on Microstructure

Preheating Temperature Cooling Rate (°C/s) Microstructure in Overlay Hardness (HV)
0 °C (no preheat) 8–12 Fine martensite + carbides 850–950
100 °C 5–8 Coarse martensite + carbides 800–900
200 °C 3–5 Coarse martensite + carbides 750–850
300 °C 2–3 Retained austenite + martensite 700–800

At no preheat or low preheat temperatures, the rapid cooling produces fine martensitic structures with high hardness but increased susceptibility to cracking. As preheating increases, the cooling rate decreases, leading to coarser martensite and potentially higher retained austenite content, which reduces hardness but improves toughness and crack resistance.

Bonding Quality and Defect Analysis

The bond strength between the overlay and substrate is a critical performance indicator. The study likely employs bond strength testing methods such as the bending test or tensile shear test per relevant standards (e.g., ASTM A263 or GB/T 150). Key findings include:

Engineering Practice Implications

Recommended Process Parameters for Cutter Head Overlay

Parameter Recommended Value Rationale
Preheating temperature 200–250 °C Balances crack prevention and hardness retention
Interpass temperature 150–250 °C Controls cooling rate, prevents HAZ softening
Heat input 1.5–2.5 kJ/mm Minimizes dilution and HAZ effects
Shielding gas Ar (99.99%) Prevents oxidation of overlay material
Post-weld treatment Controlled cooling or PWHT at 550–600 °C Relieves residual stress, stabilizes microstructure

FMEA Analysis for Cutter Head Overlay Process

Failure Mode Severity Occurrence Detection Risk Priority Mitigation
Cracking at fusion boundary 10 6 4 240 Preheat to 200–250 °C, use low-hydrogen consumables
Excessive dilution 8 5 3 120 Limit penetration depth, use multi-pass with thin layers
Hardness below specification 7 4 2 56 Verify preheat temperature, apply post-weld hardening if needed
Porosity in overlay 6 3 2 36 Ensure gas flow, dry consumables, clean substrate surface

Key Questions and Reflections

A notable observation from this study is the trade-off between crack resistance and overlay hardness that is inherent in preheating decisions. Engineers must decide whether to prioritize defect-free bonding or maximum surface hardness based on the specific service conditions of the cutter head. For cutter heads operating in highly abrasive rock formations, maintaining overlay hardness is paramount, and a lower preheat temperature (100–150 °C) with strict hydrogen control may be preferred. For cutter heads in softer soil with lower wear rates, a higher preheat (250–300 °C) to ensure crack-free bonding may be more appropriate.

Another reflection concerns the thickness effect. The study likely uses coupon specimens of limited thickness, whereas actual cutter heads are thick-section components. The thermal mass of the thick section will naturally reduce cooling rates, potentially making the recommended preheating temperatures conservative for actual application. Engineers should validate preheat recommendations through full-scale weld trials before implementation in production.

Study Insights and Summary

This study provides critical process guidance for TBM cutter head overlay repair, establishing that a preheating temperature of 200–250 °C offers the best compromise between crack prevention and overlay performance. The findings emphasize the need for systematic thermal management in thick-section dissimilar material welding, where preheating is not merely a crack prevention measure but a fundamental parameter affecting overlay microstructure and service life. Engineers in the tunneling industry should incorporate these findings into their repair procedures while validating through site-specific welding procedure qualifications.