Product Model | ||
---|---|---|
HZQD500 | HZQD900 | |
Rated lifting capacity | 500t | 900t |
Max dimension for installed girder | 30m×10.6m×1.8m | 32m、24m double lines equal span and shift span box girder |
Girder lifting method | 4-points lifting, 3-points balancing | 4-points lifting, 3-points balancing |
Beam launcher moving speed | 0-3m/min | 0-3m/min |
Beam launching moving way | walking by itself | walking by itself |
Lifting trolley longitudinal moving speed | 0-3m/min(heavy load),0-6m/min( empty load) | 0-3m/min(heavy load),0-5m/min( empty load) |
Lifting trolley lifting speed | 0-0.5m/min(heavy load),0-1m/min( empty load) | 0-0.5m/min(heavy load),0-1m/min( empty load) |
Max lifting height of lifting trolley | 6m | 7m |
Girder lateral fine adjustment distance | ±200mm | ±215mm |
Girder fine adjustment speed | 0-1m/min | 0-1m/min |
Min curved radius | 1500m | Rmin≥2500m |
Applicable gradient | longitudinal gradient 30%, lateral gradient 40% | longitudinal gradient 20‰, lateral gradient 4% |
Power | 200kw | 300kw |
Control mode | mechanic-electric-hydraulic integration system | mechanic-electric-hydraulic integration system |
HZQD Jembatan Derek adalah peluncur girder jembatan kereta api berkecepatan tinggi yang diterapkan pada konstruksi proyek di daerah pegunungan dan dataran. HZQD Jembatan Derek bisa berjalan di terowongan tanpa pembongkaran. Angkutan girder mengadopsi gardu pembawa girder independen dan cocok untuk konstruksi dalam jarak 30km.
1, Peluncur girder jembatan dan pembawa girder bekerja secara independen, kecepatan transportasi girder tinggi dan menghemat bahan bakar.
2, The & quot; O & quot; Jenis kaki pendukung diadopsi di bagian belakang peluncur girder jembatan, kekuatan strukturnya tinggi.
3, Selama peluncur girder jembatan bergerak maju, girder utama bergerak di sepanjang kaki pendukung tengah.
Suhu: -20 ° C-50 ° C Angin: ≤Grade 8 saat ereksi girder; ≤Grade 6 saat melintasi dermaga.