Jul. 02, 2026
Parameter | Technical Index |
Operating Weight | 1,720 kg |
Standard Bucket Capacity | 0.05 m³ |
Adjustable Undercarriage Width | 990 mm – 1,240 mm |
Swing Design | Zero tail swing; full rotation within track width, allowing wall-adjacent operation |
Working Arm | Dual-side offset boom for parallel trenching without machine repositioning |
Power Unit | Kubota D902 engine, rated power 11.8 kW |
Soil Type | Daily Output (8h Shift) | Hourly Output |
Loose soil (farmland, residential backfill, loose filling) | 280–400 m³ | 30–50 m³/h |
Mixed ordinary soil (mixed with bricks and small rubble) | 200–280 m³ | 30 m³/h (estimated) |
Hard compacted soil (old foundation compaction) | 150–200 m³ | 20 m³/h (estimated) |
Index | Production Rate |
Daily Trench Length | 90–140 m |
Hourly Trench Length | 12–18 m |
Demolition Medium | Daily Output | Hourly Output |
10–20 cm thick plain concrete slab | 40–60 m² | 4–7 m²/h |
Old pavement / reinforced concrete structure | 30–45 m² | 4–6 m²/h (estimated) |
Construction Task | Daily Output | Remarks |
Backfill + Ground Leveling | 300–450 m³ | Higher efficiency than excavation due to low soil resistance |
Work Type | Calculation Formula | Practical Example |
Earthwork Volume | Daily Output = Hourly Output × Effective Working Hours | Loose soil: 40 m³/h × 6 h = 240 m³/day |
Trench Construction Length | Daily Trench Length = Hourly Trench Rate × Effective Working Hours | 15 m/h × 7 h = 105 m/day |
Breaking Demolition Area | Daily Breaking Area = Hourly Breaking Area × Effective Working Hours | 5 m²/h × 6 h = 30 m²/day |
Influencing Factor | Efficiency Loss Range | Site Operation Guidance |
Narrow Site Access (Basement / Narrow Alley) | 20%–35% lower output vs open yards | Reserve a 25%–30% efficiency discount for confined-space project scheduling |
Hard / Compacted Soil Material | 10%–20% lower output vs loose soil | Complete soil condition survey before formulating construction schedules |
Concurrent Excavation & Truck Loading | 25%–40% efficiency drop | Separate digging and loading procedures to lift overall progress if the timeline permits |
Operator Skill Level | Novice operators produce 25%–35% less than experienced workers | Adjust project duration according to operator proficiency |
Classification | Detailed Description |
Recommended Working Scenarios | Narrow alleys, basement & indoor renovation; municipal pipeline trenching; courtyard landscaping; small-scale concrete demolition |
Not Suitable For | Large-volume mass earthmoving; hard rock breaking; excavation pits deeper than 3 m |
Engine model: Confirm the official commercial naming of Kubota D902 for global market materials; unify the English brand spelling of Kubota for overseas promotion.
Hourly output of mixed ordinary soil and compacted hard soil is proportionally estimated based on field test data; cross-check with official U17 datasheets for accurate rated values.
No specific hydraulic breaker model is specified in the original file; supplement matched Yuchai breaker model information if available.
The hourly output range of reinforced concrete demolition is calculated by proportional estimation; verify with on-site test records.
All output data are measured field ranges; official rated parameters from Yuchai’s formal datasheets shall prevail if there is a discrepancy.
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