دراسة حالة
حظيرة الطائرات في مطار مهرآباد
حظيرة الطائرات في مطار مهرآباد case study for أنظمة ألواح الساندويتش, focused on engineering coordination, controlled execution, and project risk reduction.
تبقى حقول الإثبات معلقة عمدا حتى تتوفر سجلات المشروع الموثقة.
ملخص المشروع
تحدي المشروع
The main challenge was the severe curvature of the structure and the need for accurate sandwich panel installation over a continuous curved geometry.
- Visual breaks on curved roof surface
- Installation errors on curved geometry
- Mismatch between structure and covering system
- Poor final appearance on large-span enclosure
القرار الهندسي
Precise coordination between the space frame, substructure, and panel installation sequence to preserve the curved form and avoid visual breaks.
Precise coordination between the space frame, substructure, and panel installation sequence to preserve the curved form and avoid visual breaks.
نص بديل لمنطق اختيار النظام لـ أنظمة ألواح الساندويتش.
ملاحظة التنسيق بانتظار رسومات الورشة وملفات التوريد وملاحظات الموقع الموثقة.
تفاصيل التنفيذ
تسلسل التركيب
Successful execution of 5,000 m² of sandwich panel covering while maintaining the geometric continuity of the curved surface.
ضبط التوريد
ضبط التوريد بانتظار قائمة مواد ونطاق ملحقات موثق.
التنسيق مع فريق الموقع
تنسيق الموقع بانتظار سجلات تواصل موثقة للمشروع.
نقاط ضبط الجودة
- حالة اعتماد الرسومات معلقة
- قائمة المواد والملحقات معلقة
- سجلات فحص التركيب معلقة
معرض الإثبات الفني
بانتظار بيانات مشروع موثقة
النتيجة القابلة للقياس
بانتظار بيانات مشروع موثقة
مخاطر مضبوطة قبل النشر
Visual breaks on curved roof surface
Visual breaks on curved roof surface was controlled through engineering review, coordinated detailing, and installation checkpoints.
Installation errors on curved geometry
Installation errors on curved geometry was controlled through engineering review, coordinated detailing, and installation checkpoints.
Mismatch between structure and covering system
Mismatch between structure and covering system was controlled through engineering review, coordinated detailing, and installation checkpoints.
Poor final appearance on large-span enclosure
Poor final appearance on large-span enclosure was controlled through engineering review, coordinated detailing, and installation checkpoints.
الخدمات والموارد المرتبطة
أنظمة ألواح الساندويتش
فئة الخدمة الأساسية المرتبطة بهيكل دراسة الحالة هذا.
عرض النظامPanel Selection Guide
مورد هندسي مرتبط للمراجعة الفنية المبكرة.
عرض النظامدراسات حالة مرتبطة
مستشفى عسكري بسعة ٣٢ سريراً
Raz & Jargalan, North Khorasan, Iran
- التحدي
- 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.
- القرار الهندسي
- Engineering teams coordinated full EPC delivery — from excavation and structural construction to sandwich panel envelope, internal partitions, and final readiness — within an emergency timeline.
- النتيجة
- A fully operational 32-bed military hospital was delivered from excavation to readiness in less than 50 days during the COVID-19 emergency.
صالة المسافرين في مطار الأهواز
Ahvaz, Iran
- التحدي
- 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.
- القرار الهندسي
- Custom execution detailing, geometric control of the curved form, and precise coordination between substructure, aluminium panels, and ZIP-TECH system.
- النتيجة
- Successful execution of 4,000 m² of ZIP-TECH and aluminium cladding while preserving the curved architectural form and final visual quality.
Mahshahr Taxi Parking Facility
Bandar Mahshahr, Khuzestan, Iran
- التحدي
- A coastal parking facility required sandwich panel coordination, controlled rainwater drainage, waterproofing continuity, and corrosion-resistant detailing.
- القرار الهندسي
- Engineering teams optimized drainage slopes, gutter positioning, downspout coordination, and sandwich panel alignment.
- النتيجة
- A durable sandwich panel roofing system was delivered with reliable rainwater management, long-term weather protection, and controlled drainage performance.
كلية النفط في الجامعة الصناعية بكرمانشاه
Kermanshah, Iran
- التحدي
- The key challenge was designing facade connections so that structural movement during earthquakes would not damage or break the glass panels.
- القرار الهندسي
- Connection details were engineered to accommodate relative structural displacement and reduce stress transfer to the glass facade.
- النتيجة
- 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.
ابدأ بمراجعة هندسية قابلة للتوثيق
أرسل الرسومات أو سياق المشروع حتى تراجع SIPANEL النطاق قبل نشر أي ادعاءات أو مقاييس.