Mountain PV Aluminum Frame

High-Strength Alloy Temper

Prioritize high-strength options such as 6005A-T6, with mechanical properties and dimensional stability verified by batch.

Reinforced Corner Connections

Validate corner-key length, crimping points, or screw connections against loads to reduce the risk of corner loosening and cracking.

Mountain-Transport Protection

Use end protectors, layered restraints, and stackable packaging to reduce deformation caused by repeated handling.

Precision Corners

Use section properties and module-level load validation as the basis; do not substitute simple wall-thickness increases for structural design.

Drainage-Hole Design

Clamping zones can incorporate reinforced wall thickness or anti-slip details to match the customer's system.

Surface Texture

Maintain square corner connections and control diagonals and warpage to reduce on-site assembly stress.

Chemical Composition, Tensile Properties, and Hardness

Module Static Mechanical Load Validation

Cyclic Dynamic Mechanical Load Validation

Capacity

Global 125GW Annual Capacity

Customization

Support for Various Length and Cross-section Designs Based on Client Drawings

Packaging

Export-standard Protective Packaging to Prevent Deformation During Sea Freight

Q1: Is a mountain frame safer simply because it has thicker walls?

A:  No. Safety depends on section geometry, alloy temper, support points, and the overall module structure. It must be confirmed through calculations and module-level testing.

Q2:  Can a specific snow-load rating in Pa be guaranteed directly?

A: A guarantee should not be based on the frame alone. The Pa rating is a validated result for the complete module system under a specific mounting method and must follow the module certification report and installation manual.

Q3: Can the same frame be clamped on either the long or short side?

A: Only when permitted by the module design, designated clamping zones, and certification. It must not be assumed to be universally acceptable.