مطالعه موردی
سالن انتظار فرودگاه اهواز
سالن انتظار فرودگاه اهواز case study for سقف زیپ تک و استندینگ سیم, focused on engineering coordination, controlled execution, and project risk reduction.
فیلدهای اثبات تا زمان دریافت سوابق تاییدشده عمدا در وضعیت انتظار میمانند.
خلاصه پروژه
چالش پروژه
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.
- Visual breaks in curved facade
- Incorrect perpendicular bending
- Mismatch between cladding and substructure
- Loss of architectural quality in airport facade
تصمیم مهندسی
Custom execution detailing, geometric control of the curved form, and precise coordination between substructure, aluminium panels, and ZIP-TECH system.
Custom execution detailing, geometric control of the curved form, and precise coordination between substructure, aluminium panels, and ZIP-TECH system.
جایگزین منطق انتخاب سیستم برای سقف زیپ تک و استندینگ سیم.
یادداشت هماهنگی در انتظار شاپ دراوینگ، پرونده تامین و گزارشهای کارگاهی تاییدشده است.
جزئیات اجرا
ترتیب نصب
Successful execution of 4,000 m² of ZIP-TECH and aluminium cladding while preserving the curved architectural form and final visual quality.
کنترل تامین
کنترل تامین در انتظار لیست متریال و محدوده اکسسوری تاییدشده است.
هماهنگی با تیم کارگاه
هماهنگی کارگاه در انتظار سوابق ارتباطی تاییدشده پروژه است.
نقاط کنترل کیفیت
- وضعیت تایید نقشه در انتظار است
- لیست متریال و اکسسوری در انتظار است
- سوابق بازرسی نصب در انتظار است
گالری اثبات فنی
در انتظار داده تاییدشده پروژه
نتیجه قابل اندازهگیری
در انتظار داده تاییدشده پروژه
ریسکهای کنترلشده پیش از انتشار
Visual breaks in curved facade
Visual breaks in curved facade was controlled through engineering review, coordinated detailing, and installation checkpoints.
Incorrect perpendicular bending
Incorrect perpendicular bending was controlled through engineering review, coordinated detailing, and installation checkpoints.
Mismatch between cladding and substructure
Mismatch between cladding and substructure was controlled through engineering review, coordinated detailing, and installation checkpoints.
Loss of architectural quality in airport facade
Loss of architectural quality in airport facade was controlled through engineering review, coordinated detailing, and installation checkpoints.
خدمات و منابع مرتبط
سقف زیپ تک و استندینگ سیم
دسته خدمت اصلی مرتبط با این ساختار مطالعه موردی.
مشاهده سیستمPanel Selection Guide
منبع مهندسی مرتبط برای بررسی فنی اولیه.
مشاهده سیستممطالعات موردی مرتبط
بیمارستان ۳۲ تختخوابی ارتش
Raz & Jargalan, North Khorasan, Iran
- چالش
- 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.
- تصمیم مهندسی
- Engineering teams coordinated full EPC delivery — from excavation and structural construction to sandwich panel envelope, internal partitions, and final readiness — within an emergency timeline.
- نتیجه
- A fully operational 32-bed military hospital was delivered from excavation to readiness in less than 50 days during the COVID-19 emergency.
آشیانه هواپیما فرودگاه مهرآباد
Tehran, Iran
- چالش
- The main challenge was the severe curvature of the structure and the need for accurate sandwich panel installation over a continuous curved geometry.
- تصمیم مهندسی
- Precise coordination between the space frame, substructure, and panel installation sequence to preserve the curved form and avoid visual breaks.
- نتیجه
- 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
- چالش
- A coastal parking facility required sandwich panel coordination, controlled rainwater drainage, waterproofing continuity, and corrosion-resistant detailing.
- تصمیم مهندسی
- Engineering teams optimized drainage slopes, gutter positioning, downspout coordination, and sandwich panel alignment.
- نتیجه
- A durable sandwich panel roofing system was delivered with reliable rainwater management, long-term weather protection, and controlled drainage performance.
دانشکده نفت دانشگاه صنعتی کرمانشاه
Kermanshah, Iran
- چالش
- The key challenge was designing facade connections so that structural movement during earthquakes would not damage or break the glass panels.
- تصمیم مهندسی
- Connection details were engineered to accommodate relative structural displacement and reduce stress transfer to the glass facade.
- نتیجه
- 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.
با بررسی مهندسی تاییدپذیر شروع کنید
نقشهها یا اطلاعات پروژه را ارسال کنید تا SIPANEL محدوده را پیش از انتشار ادعا یا شاخص بررسی کند.