دراسة حالة
مستشفى عسكري بسعة ٣٢ سريراً
تسليم مستشفى جاهز للتشغيل من الحفر حتى الجاهزية في أقل من ٥٠ يوماً خلال جائحة كورونا.
تسليم EPC كامل بواسطة SIPANEL — الهندسة والتوريد والتنفيذ.دراسة حالة
ملخص المشروع
تحدي المشروع
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.
- Schedule overrun beyond 50-day target
- Coordination failures across EPC disciplines
- Envelope weather protection delays
- Internal partition installation bottlenecks
القرار الهندسي
SIPANEL delivered the complete project scope including engineering, shop drawings, excavation, construction, sandwich panel envelope, internal partitions, and full installation readiness.
Engineering teams coordinated full EPC delivery — from excavation and structural construction to sandwich panel envelope, internal partitions, and final readiness — within an emergency timeline.
نص بديل لمنطق اختيار النظام لـ أنظمة ألواح الساندويتش.
ملاحظة التنسيق بانتظار رسومات الورشة وملفات التوريد وملاحظات الموقع الموثقة.
تفاصيل التنفيذ
تسلسل التركيب
Execution followed a compressed 50-day schedule covering excavation, construction, sandwich panel cladding, internal partitioning, and installation to operational readiness.
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
النتيجة القابلة للقياس
مخاطر مضبوطة قبل النشر
Schedule overrun beyond 50-day target
Schedule overrun beyond 50-day target was controlled through engineering review, coordinated detailing, and installation checkpoints.
Coordination failures across EPC disciplines
Coordination failures across EPC disciplines was controlled through engineering review, coordinated detailing, and installation checkpoints.
Envelope weather protection delays
Envelope weather protection delays was controlled through engineering review, coordinated detailing, and installation checkpoints.
Internal partition installation bottlenecks
Internal partition installation bottlenecks was controlled through engineering review, coordinated detailing, and installation checkpoints.
دراسات حالة ذات صلة
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.
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.
لديك مشروع حرج زمنياً؟
أرسل رسومات المشروع أو سياقه ليراجع فريق SIPANEL الهندسي النطاق والمخاطر والجدول الزمني.