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CLADDING · BIMETAL PRODUCT · BIMETAL PRESSURE VESSEL TECHNICAL STUDY

Application of Steel-Polyurethane Composite Pipes in Power Plants

Literature Overview

This study examines the application of steel-polyurethane (PU) composite pipes in power plant environments, where these pipes serve as protective linings or structural components in demanding service conditions. Steel-polyurethane composite pipes combine the mechanical strength and pressure-bearing capacity of a steel core with the corrosion resistance, low friction coefficient, and thermal insulation properties of a polyurethane layer. The literature reviews the design, manufacturing, installation, and performance of these composite pipes in various power plant applications including flue gas ducts, cooling water systems, chemical dosing lines, and steam distribution networks.

Core Technical Points and Interpretation

The steel-polyurethane composite pipe system is based on the principle of combining dissimilar materials through mechanical or chemical bonding to achieve performance characteristics that neither material can provide alone. The key technical aspects include:

Material Selection and Compatibility

The steel core typically uses carbon steel (Q235, Q345) or low-alloy steel (16Mn) conforming to GB/T 3091 or ASTM A53. The polyurethane layer is formulated based on the service environment:

Service Condition PU Type Hardness (Shore A) Operating Temperature Chemical Resistance
Flue gas ducts Flame-retardant PU 60–80 -20 to 150 °C Resistant to SO₂, NOₓ, acidic condensates
Cooling water Anti-fouling PU 50–70 0 to 60 °C Resistant to chlorides, biofouling
Chemical dosing Corrosion-resistant PU 70–90 -10 to 80 °C Resistant to acids, alkalis, salts
Steam lines Insulating PU 30–50 0 to 120 °C Thermal insulation, moisture barrier

Bonding Mechanism

The bonding between steel and polyurethane is achieved through one of the following methods:

  1. Mechanical interlocking: The steel surface is sandblasted to create a rough profile (Sa 2.5 grade per ISO 8501-1), and the PU is applied at a thickness of 2–5 mm to fill surface irregularities
  2. Chemical adhesion: A coupling agent (silane or titanate) is applied to the steel surface to improve chemical bonding between the inorganic steel and organic PU
  3. Hot-melt application: The PU is heated to 80–120 °C and applied to the preheated steel surface (60–80 °C), ensuring intimate contact and strong adhesion

Manufacturing Process

The manufacturing of steel-PU composite pipes involves the following steps:

  1. Steel pipe inspection and surface preparation (sandblasting to Sa 2.5)
  2. Application of coupling agent to the steel surface
  3. PU injection or extrusion into the steel pipe (controlled at 80–120 °C)
  4. Curing of PU layer (24–72 hours at ambient temperature or 2–4 hours at 60 °C)
  5. Quality inspection (adhesion testing, thickness measurement, dimensional verification)
  6. End preparation and marking for installation

Process Analysis and Defect Evaluation

Critical Process Parameters

Process Parameter Specification Impact
Steel surface roughness Ra 40–80 μm (Sa 2.5) Insufficient roughness leads to poor adhesion
Coupling agent application 0.1–0.3 mm film thickness Too thin = poor bonding; too thick = delamination
PU application temperature 80–120 °C Below 80 °C = poor flow; above 120 °C = degradation
Steel preheat temperature 60–80 °C Prevents condensation and ensures good wetting
Curing temperature 23–60 °C Room temperature cure takes 72 h; accelerated cure at 60 °C takes 4 h
PU layer thickness 2–5 mm (internal) Minimum 2 mm for corrosion protection; 5 mm for insulation

Common Defects and Countermeasures

Defect Root Cause Detection Method Countermeasure
Delamination between steel and PU Poor surface preparation or contamination Tap test, UT thickness measurement Improve sandblasting quality; ensure coupling agent application
PU voids or bubbles Air entrapment during injection UT scanning, visual inspection Use vacuum-assisted injection; degas PU before application
Excessive PU thickness Lack of thickness control during application UT thickness gauge Use mandrel or guide to control thickness; inspect at 1 m intervals
Steel corrosion at pipe ends Exposed steel at cut ends Visual inspection, PT Apply end caps or field-applied PU coating at cut ends
Thermal degradation of PU Operating temperature exceeds PU limit Visual inspection (charring) Select appropriate PU grade for service temperature; add thermal barrier

Integration with Engineering Practice

Application Case Study: Flue Gas Duct Lining in a Coal-Fired Power Plant

A 600 MW coal-fired power plant experienced severe corrosion of its flue gas ducts after only 12 months of service. The ducts were constructed from carbon steel with a conventional epoxy coating that degraded rapidly due to the acidic condensate formed from SO₂ and NOₓ in the flue gas. The plant replaced the conventional coating with steel-PU composite ducts using a flame-retardant polyurethane formulation.

Results after 36 months of service:

Design Considerations for Power Plant Applications

When selecting steel-PU composite pipes for power plant service, the following design factors must be considered:

  1. Thermal expansion mismatch: The coefficient of thermal expansion (CTE) of steel (12 × 10⁻⁶ /°C) is significantly different from that of PU (60–80 × 10⁻⁶ /°C). This differential expansion must be accommodated in the design, particularly for long pipe runs or systems subject to frequent thermal cycling. Expansion joints or flexible connections should be installed at intervals of 20–30 m.
  2. Pressure rating: The steel core provides the primary pressure-bearing capacity. The design pressure should be calculated based on the steel pipe specifications (per GB/T 20801 or ASME B31.3), with the PU layer providing only corrosion protection and not contributing to pressure resistance.
  3. Fire resistance: In power plant environments, fire resistance is a critical consideration. The PU layer should conform to GB 8624 (Class B1 or better) or UL 94 V-0 for flame retardancy. In high-risk areas, an additional ceramic or intumescent coating may be required.
  4. Mechanical loading: The steel-PU composite pipe has reduced impact resistance compared to bare steel. External impact loads (such as from construction activities) can damage the PU layer. Protective measures such as external wrapping or routing through protected conduits should be considered.

Quality Control and Inspection Protocol

A comprehensive quality control protocol for steel-PU composite pipes in power plants should include:

  1. Incoming inspection: Verify steel pipe dimensions (per GB/T 8163 or ASTM A106), surface finish, and material certificates
  2. Surface preparation verification: Measure steel surface roughness (target Ra 40–80 μm); confirm Sa 2.5 cleanliness visually and with a reference standard
  3. PU application inspection: Measure PU layer thickness at intervals of 1 m using UT thickness gauge; verify no voids by UT scanning
  4. Adhesion testing: Conduct pull-off adhesion tests (per ASTM D4541) on coupon samples; minimum adhesion strength of 1.5 MPa required
  5. Hydrostatic testing: Test at 1.5× design pressure for 30 minutes; no pressure drop or visible deformation
  6. Field installation inspection: Verify alignment, support spacing, and expansion joint installation per design drawings

Key Questions and Reflections

The application of steel-PU composite pipes in power plants raises several important engineering questions:

The literature suggests that steel-PU composite pipes offer a promising alternative to conventional carbon steel pipes with internal linings, particularly for applications where corrosion protection is the primary concern. However, engineers must carefully evaluate the service conditions against the limitations of the PU material, particularly regarding maximum operating temperature and chemical compatibility.

Study Insights and Implications

This literature provides valuable guidance for the selection and application of steel-polyurethane composite pipes in power plant environments. The key insight is that the composite pipe system offers a cost-effective solution for corrosion protection in moderate-temperature applications, with the potential to extend service life by 3–5× compared to conventional coatings. For engineers involved in power plant maintenance and retrofit projects, the steel-PU composite pipe system represents a viable option for replacing corroded carbon steel piping with minimal downtime. The findings also emphasize the importance of proper surface preparation and quality control in ensuring the long-term reliability of the composite pipe system. Future research should focus on developing PU formulations with higher temperature resistance (above 200 °C) and improved fire performance to expand the range of applicable service conditions in power plants.