Case Study
Enghelab Club Padel Center
Enghelab Club Padel Center case study for Sandwich Panel Systems, focused on engineering coordination, controlled execution, and project risk reduction.
Proof fields are intentionally pending until verified project records are available.
Project snapshot
Project challenge
The project required large clear spans while maintaining structural efficiency and architectural quality within an active sports complex.
- Excessive structural weight
- Obstruction of sports activities
- Construction delays
- Long-term maintenance issues
Engineering decision
A lightweight space frame structure combined with sandwich panels was selected to optimize span capability, construction speed and durability.
A lightweight space frame structure combined with sandwich panels was selected to optimize span capability, construction speed and durability.
Selected system logic placeholder for Sandwich Panel Systems.
Coordination note pending verified shop drawings, procurement files, and site notes.
Execution detail
Installation sequence
Approximately 2,000 m² of sports facility enclosure delivered with large unobstructed interior space.
Procurement control
Procurement control pending verified bill of materials and accessory scope.
Coordination with site team
Site coordination pending verified project communication records.
Quality checkpoints
- Drawing approval status pending
- Material and accessory list pending
- Installation inspection records pending
Technical proof gallery
Pending verified project data
Measured result
Pending verified project data
Risks controlled before publication
Excessive structural weight
Excessive structural weight was controlled through engineering review, coordinated detailing, and installation checkpoints.
Obstruction of sports activities
Obstruction of sports activities was controlled through engineering review, coordinated detailing, and installation checkpoints.
Construction delays
Construction delays was controlled through engineering review, coordinated detailing, and installation checkpoints.
Long-term maintenance issues
Long-term maintenance issues was controlled through engineering review, coordinated detailing, and installation checkpoints.
Related services and resources
Sandwich Panel Systems
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- Challenge
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- Engineering decision
- Engineering teams coordinated full EPC delivery — from excavation and structural construction to sandwich panel envelope, internal partitions, and final readiness — within an emergency timeline.
- Result
- A fully operational 32-bed military hospital was delivered from excavation to readiness in less than 50 days during the COVID-19 emergency.
Ahvaz Airport Passenger Terminal
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- The main challenge was the curved front architectural feature, where the covering had to be bent in a perpendicular direction, making the execution technically difficult.
- Engineering decision
- Custom execution detailing, geometric control of the curved form, and precise coordination between substructure, aluminium panels, and ZIP-TECH system.
- Result
- Successful execution of 4,000 m² of ZIP-TECH and aluminium cladding while preserving the curved architectural form and final visual quality.
Mehrabad Airport Aircraft Hangar
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- Challenge
- The main challenge was the severe curvature of the structure and the need for accurate sandwich panel installation over a continuous curved geometry.
- Engineering decision
- Precise coordination between the space frame, substructure, and panel installation sequence to preserve the curved form and avoid visual breaks.
- Result
- Successful execution of 5,000 m² of sandwich panel covering while maintaining the geometric continuity of the curved surface.
Mahshahr Taxi Parking Facility
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- Challenge
- A coastal parking facility required sandwich panel coordination, controlled rainwater drainage, waterproofing continuity, and corrosion-resistant detailing.
- Engineering decision
- Engineering teams optimized drainage slopes, gutter positioning, downspout coordination, and sandwich panel alignment.
- Result
- A durable sandwich panel roofing system was delivered with reliable rainwater management, long-term weather protection, and controlled drainage performance.
Kermanshah Industrial University Petroleum Faculty
Kermanshah, Iran
- Challenge
- The key challenge was designing facade connections so that structural movement during earthquakes would not damage or break the glass panels.
- Engineering decision
- Connection details were engineered to accommodate relative structural displacement and reduce stress transfer to the glass facade.
- Result
- Successful execution of approximately 1,000 m² of glass facade, which reportedly performed without glass damage during the Kermanshah earthquake in the 1390s Solar Hijri decade.
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