Кейс
Военный госпиталь на 32 койки
Операционный госпиталь сдан от котлована до готовности менее чем за 50 дней в условиях пандемии COVID-19.
Полная поставка EPC от SIPANEL — проектирование, снабжение и строительство.Кейс-стади
Сводка проекта
Задача проекта
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
Инженерное решение
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.
Placeholder логики выбора системы для Системы сэндвич-панелей.
Координационная заметка ожидает подтвержденные рабочие чертежи, файлы поставки и записи площадки.
Детали выполнения
Последовательность монтажа
Execution followed a compressed 50-day schedule covering excavation, construction, sandwich panel cladding, internal partitioning, and installation to operational readiness.
Контроль поставок
Контроль поставок ожидает подтвержденную ведомость материалов и объем аксессуаров.
Координация с площадкой
Координация с площадкой ожидает подтвержденные коммуникационные записи проекта.
Контрольные точки качества
- Статус утверждения чертежей ожидается
- Список материалов и аксессуаров ожидается
- Записи инспекции монтажа ожидаются
Измеримый результат
Риски, контролируемые до публикации
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.
Связанные кейсы
Пассажирский терминал аэропорта Ахваз
Ahvaz, Iran
- Задача
- 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.
- Инженерное решение
- Custom execution detailing, geometric control of the curved form, and precise coordination between substructure, aluminium panels, and ZIP-TECH system.
- Результат
- Successful execution of 4,000 m² of ZIP-TECH and aluminium cladding while preserving the curved architectural form and final visual quality.
Авиационный ангар аэропорта Мехрабад
Tehran, Iran
- Задача
- The main challenge was the severe curvature of the structure and the need for accurate sandwich panel installation over a continuous curved geometry.
- Инженерное решение
- Precise coordination between the space frame, substructure, and panel installation sequence to preserve the curved form and avoid visual breaks.
- Результат
- 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
- Задача
- A coastal parking facility required sandwich panel coordination, controlled rainwater drainage, waterproofing continuity, and corrosion-resistant detailing.
- Инженерное решение
- Engineering teams optimized drainage slopes, gutter positioning, downspout coordination, and sandwich panel alignment.
- Результат
- A durable sandwich panel roofing system was delivered with reliable rainwater management, long-term weather protection, and controlled drainage performance.
Нефтяной факультет Индустриального университета Керманшаха
Kermanshah, Iran
- Задача
- The key challenge was designing facade connections so that structural movement during earthquakes would not damage or break the glass panels.
- Инженерное решение
- Connection details were engineered to accommodate relative structural displacement and reduce stress transfer to the glass facade.
- Результат
- 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.
Есть срочный проект?
Отправьте чертежи или описание проекта для оценки объёма, рисков и сроков командой SIPANEL.