Project Context
During the planning phase, Fuji’s engineers and the client’s construction team conducted critical field verifications – including an impromptu sidewalk discussion to resolve discrepancies between architectural plans and actual site conditions.
Core Technical Tasks
Shaft Dimensional Accuracy Check
Measured actual vs. designed:
Hoistway width: 2150mm (design) vs. 2135mm (field)
Pit depth: 1450mm (design) vs. 1390mm (field)
Identified 8mm concrete overpour on landing thresholds
Load Capacity Alignment
Reconciled:
Rated load: 1000kg (client brief)
Structural beams: 1275kg max (architectural plans)
EN 81-20 safety margins
Interface Coordination
Confirmed:
Machine room HVAC duct routing
Fire-rated hoistway door seals
Emergency call system cabling paths
On-Site Workflow
Document Cross-Reference
Compared 3 data sources in real-time:
① Original elevator specification sheets (Fuji)
② As-built structural drawings (Architect)
③ Laser-scanned point cloud data (Contractor)
Decision Logging
Updated 14 revision tags in the project BIM model during discussions, including:
Adjusted car frame dimensions (+12mm clearance)
Relocated COP panel mounting position
Why Field Verification Matters
23% of elevator installation delays stem from dimensional mismatches between plans and built structures (2023 Elevator Industry Report)
On-site collaboration reduces RFI response time by 60% compared to email chains
Client Feedback
“Having both engineering and construction teams physically trace the shaft parameters eliminated weeks of back-and-forth. We caught a critical beam conflict that 2D plans didn’t show.”
Post time: Apr-23-2025