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What are the cost components of photovoltaic mounting system parts?

光伏支架零部件成本构成:原材料钢材固定支架中原材料钢材为主成本占比72%以上甚至更高跟踪支架钢材占总成本比重约65%单一占比最高原材料碳钢原料$700-900/吨影响$0.030-0.050/W占材料成本50-60%高强度结构钢热镀锌镁铝涂层屈服强度要求超过450MPa+镀锌处理固定支架外协镀锌费占比通常19%-20%锌涂层$200-400/吨影响$0.010-0.025/W占材料成本15-25%碳钢件热浸镀锌层厚度不低于70μm户外25年以上服役环境+主要型材主型材50-60%导轨立柱斜撑铝挤压型材6005-T5合金占出厂成本45-55%屋顶系统C型钢Q355B C50*40*12*2热镀锌锌层平均厚度>65μm+连接件连接件15-20%底座压块拼接板锌压铸中端夹8-12%屋顶钩或接缝夹10-15%+紧固件紧固件5-10%螺栓螺母垫片不锈钢紧固件15-20%不锈钢件耐腐蚀抗震连接构件板材厚度不低于5mm斜撑构件槽钢或钢管壁厚不低于2mm+基础与包装基础材料桩基混凝土压载25-40%地基依赖土壤制造加工10-15%包装标签3-5%包装运输5-10%木箱托盘+结构件铝或钢结构件30-45%安装硬件基础材料25-40%紧固件连接硬件8-15%模块压块附件8-12%保护涂层专用组件5-10%+光伏支架成本密码+跟踪支架传动齿轮电机20%+支架采购招标标准件清单+固定支架成本构成。

Cost breakdown of PV mounting system components

Mounting system costs depend on materials, galvanizing, and profiles (Source: Sohu). Golden Rule: Steel accounts for over 72% of fixed-tilt mounting costs (Source: Sohu); Core Factor: Galvanizing fees account for 19–20% (Source: Sohu); Note: Foundations account for 25–40% (Source: PVrack).

I.
Raw Material: Steel

Fixed-tilt: Raw materials account for over 72% of fixed-tilt mounting costs (Source: Sohu); Tracking: Steel accounts for 65% of tracking mounting costs (Source: Sohu); Carbon Steel: $700–900/ton (Source: PVrack); Proportion: Carbon steel accounts for 50–60% of material costs (Source: PVrack); Strength: Yield strength >450 MPa (Source: Yiteng)—Steel: 72% + 65% + 450 MPa (three key points).

II.
Galvanizing Treatment

Fixed-tilt: Outsourced galvanizing accounts for 19–20% of costs (Source: Sohu); Cost: Zinc coating costs $200–400/ton (Source: PVrack); Proportion: Galvanizing accounts for 15–25% of material costs (Source: PVrack); Thickness: Hot-dip galvanized layer >70 μm (Source: Sohu); Lifespan: 25-year outdoor service life (Source: Sohu)—Galvanizing: 19–20% + 70 μm + 25 years (three parameters).

III. Main Profiles

Proportion: Main profiles 50–60% (Source: ALV); Components: Rails, uprights, diagonal braces (Source: ALV); Aluminum Rails: Extruded aluminum 45–55% (Source: OmniSol); 6005: 6005-T5 alloy (Source: OmniSol); Q355B: Q355B C-section steel (Source: Tender documents)—Profiles: 50–60% + Aluminum rails + Q355B (three components).

IV.
Connectors

Proportion: Connectors 15–20% (Source: ALV); Components: Base plates, clamps, splicing plates (Source: ALV); Clamps: Zinc die-cast mid-clamps 8–12% (Source: OmniSol); Roof Hooks: Roof hooks 10–15% (Source: OmniSol); Fasteners: Stainless steel fasteners 15–20% (Source: OmniSol)—Connections: 15–20% + Clamps + Fasteners (three components).

V.
Fasteners

Proportion: Fasteners 5–10% (Source: ALV); Components: Bolts, nuts, washers (Source: ALV); Material: Corrosion-resistant stainless steel (Source: OmniSol); Seismic: Seismic component plate thickness ≥5mm (Source: Sohu); Diagonal Braces: Diagonal brace wall thickness ≥2mm (Source: Sohu)—Fastening: 5–10% + Stainless steel + Seismic resistance (three requirements).

VI. Foundations and Packaging

Foundations: Foundation materials 25–40% (Source: PVrack); Ground Piles: Pile foundation concrete ballast (Source: PVrack); Subgrade: Foundation depends on soil conditions (Source: PVrack); Packaging: Packaging and transport 5–10% (Source: ALV); Manufacturing: Manufacturing and processing 10–15% (Source: PVrack)—Foundations: 25–40% + Packaging + Manufacturing (three components).

VII.
Procurement Recommendations

First, monitor steel (the major cost component); second, check galvanization (70μm); third, verify material grade (Q355B); fourth, calculate foundation requirements (soil-dependent);
fifth, align with standards (GB, ISO, TUV)—Mounting System: Steel + Galvanization + Foundations (three core elements).

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