Case Study
Tarbiat Modares University Research Greenhouse
Tarbiat Modares University Research Greenhouse case study for Aluminium Cladding and Covering, 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 the installation of a transparent enclosure over a complex dome-shaped geometry while maintaining durability, daylight performance, and structural efficiency.
- Insufficient daylight penetration
- Thermal performance issues
- Geometry mismatch
- Excessive structural loading
Engineering decision
Implementation of lightweight polycarbonate panels combined with accurate geometric control of the space-frame structure.
Implementation of lightweight polycarbonate panels combined with accurate geometric control of the space-frame structure.
Selected system logic placeholder for Aluminium Cladding and Covering.
Coordination note pending verified shop drawings, procurement files, and site notes.
Execution detail
Installation sequence
Successful completion of approximately 400 m² of polycarbonate enclosure for research and experimental greenhouse applications.
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
Insufficient daylight penetration
Insufficient daylight penetration was controlled through engineering review, coordinated detailing, and installation checkpoints.
Thermal performance issues
Thermal performance issues was controlled through engineering review, coordinated detailing, and installation checkpoints.
Geometry mismatch
Geometry mismatch was controlled through engineering review, coordinated detailing, and installation checkpoints.
Excessive structural loading
Excessive structural loading was controlled through engineering review, coordinated detailing, and installation checkpoints.
Related services and resources
Aluminium Cladding and Covering
Primary service category connected to this case study structure.
View systemPanel Selection Guide
Related engineering resource for earlier technical review.
View systemRelated case studies
32-Bed Military Hospital
Raz & Jargalan, North Khorasan, Iran
- Challenge
- During the COVID-19 emergency, a fully operational 32-bed military hospital was needed from excavation to readiness in under 50 days, requiring full EPC coordination.
- 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
Ahvaz, Iran
- Challenge
- 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
Tehran, Iran
- 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
Bandar Mahshahr, Khuzestan, Iran
- 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.
Start with verified engineering review
Send drawings or project context so SIPANEL can review scope before claims or metrics are published.