دراسة حالة
Mahshahr Taxi Parking Facility
Mahshahr Taxi Parking Facility 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
A coastal parking facility required sandwich panel coordination, controlled rainwater drainage, waterproofing continuity, and corrosion-resistant detailing.
- Water accumulation
- Roof leakage
- Corrosion-related failures
- Improper drainage flow
القرار الهندسي
SIPANEL designed a coordinated sandwich panel roofing and drainage system with engineered gutters, optimized slopes, and controlled water flow paths.
Engineering teams optimized drainage slopes, gutter positioning, downspout coordination, and sandwich panel alignment.
نص بديل لمنطق اختيار النظام لـ أنظمة ألواح الساندويتش.
ملاحظة التنسيق بانتظار رسومات الورشة وملفات التوريد وملاحظات الموقع الموثقة.
تفاصيل التنفيذ
تسلسل التركيب
Roof panels, gutters, flashing systems, and downspouts were installed using controlled alignment, fastening checkpoints, and sealing verification.
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
Water accumulation
Water accumulation was controlled through engineering review, coordinated detailing, and installation checkpoints.
Roof leakage
Roof leakage was controlled through engineering review, coordinated detailing, and installation checkpoints.
Corrosion-related failures
Corrosion-related failures was controlled through engineering review, coordinated detailing, and installation checkpoints.
Improper drainage flow
Improper drainage flow 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.
حظيرة الطائرات في مطار مهرآباد
Tehran, Iran
- التحدي
- The main challenge was the severe curvature of the structure and the need for accurate sandwich panel installation over a continuous curved geometry.
- القرار الهندسي
- Precise coordination between the space frame, substructure, and panel installation sequence to preserve the curved form and avoid visual breaks.
- النتيجة
- Successful execution of 5,000 m² of sandwich panel covering while maintaining the geometric continuity of the curved surface.
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.