What Types of Cracks Can a Crack Sealing Machine Handle?

2025-07-24

As professional road maintenance equipment, crack sealing machines can process various crack types based on morphology, width, depth, and cause. Each type requires specific construction techniques and technical parameters:

I. Classification by Crack Width

Crack TypeWidth RangeTechnical Requirements
Micro-cracks1-3 mmLow-viscosity modified asphalt (penetration 60-80)
Medium cracks3-6 mmStandard sealing process, material temp. 180±5°C
Wide cracks6-25 mmPre-fill with aggregate (3-5 mm particle size) before sealing
Extra-wide cracks>25 mmRequires grooving (recommended V-cut)

II. Classification by Cause

1. Load-Induced Cracks

  • Longitudinal wheel-track cracks: High-pressure injection (working pressure ≥0.6 MPa).

  • Alligator cracks: Requires crack welding techniques.

2. Non-Load Cracks

  • Thermal shrinkage cracks: Recommend elastic sealant (elongation ≥300%).

  • Reflective cracks: Use polymer-modified asphalt (softening point ≥90°C).

3. Construction Joints

  • Joints with ≤5 mm elevation difference: Direct sealing.

  • Joints with >5 mm elevation difference: Milling and leveling required before treatment.

III. Classification by Morphology

1. Linear Cracks

  • Single straight cracks: Standard sealing process.

  • Branching cracks: Seal from main crack to branches in reverse direction.

2. Network Cracks

  • Mild network cracks (<2 mm): Fog seal + crack sealing composite process.

  • Severe network cracks: Partial excavation and repair required.

3. Block Cracks

  • Concrete slab joints: Recommend polyurethane-based elastic materials.

  • Edge cracks in repaired areas: Requires grooving and anchoring.

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IV. Special Conditions

1. Water-Seeping Cracks

  • Pre-treatment: Blow-dry with compressed air (0.4-0.6 MPa).

  • Rainy season: Use quick-setting emulsified asphalt (initial setting <15 min).

2. Active (Moving) Cracks

  • Displacement >3 mm: Requires silicone-based sealant.

  • Equip with specialized nozzles (stretch rate ≥50%).

3. Deep Cracks

  • Depth >50 mm: Layered sealing (20-30 min interval between layers).

  • Subgrade water seepage: Pre-embed drainage fiber rods.

V. Material Selection Guide

Crack TypeRecommended MaterialConstruction Temp.
Low-temperature cracksSBS-modified asphalt190-200°C
High-temperature cracksRubberized asphalt170-180°C
High-traffic cracksEpoxy-modified materialAmbient temperature
Concrete pavement cracksPolyurethane sealant120-140°C

VI. Technical Limitations

Unsuitable Cases:

  • Cracks with structural damage (base failure).

  • Edge spalling area >30%.

  • Insufficient pavement strength (deflection >0.4 mm).

Quality Standards:

  • Filling fullness ≥90%.

  • Material penetration depth ≥80% of crack depth.

  • No continuous voids detected in longitudinal seam inspection.

Note: According to *"Technical Specifications for Highway Asphalt Pavement Maintenance" (JTG 5142-2019)*, high-precision crack detection (accuracy 0.1 mm) is required before sealing. If traffic must resume within 2 hours, apply anti-stick sand layer.

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