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Diamond Island
The project “Diamond Island-Phase 2”, located in Binh Khanh Ward, Binh Trung Tay, District 2, Ho Chi Minh City, Viet Nam. The development consists of 7 towers from 20 to 29 storeys. In which, Towers 1, 4 and 5 with 29 storeys. Tower 2 with 25 storeys, Tower 3 with 23 storeys. All of these towers have been used for residential.
The foundation system used for the project is the bored piled foundation with the diameters of 1200mm. The pile cap for single columns is proposed to having 2500mm thick. The raft foundation for lift core area is 3500mm from the top of basement 2. The slab for the basement is 300mm thick.
There are two basements under the 1st floor. These basements accommodate for parking and technical areas such as water tanks. The entrances to the building are from basement 2 going up basement 1 via the ramp system.
The structural type of basement 2 is a traditional beam/slab system with 300mm thick slab.
Basement 1 is of the reinforced concrete flat slab with a column head. Slab thickness 250mm and the overall depth of the column head is 500mm from the upper surface of the floor.
The structural system for the First Floor is the traditional reinforced concrete beam/ slab system. The slab for the First Floor is 200mm thick. The structural system for the 2nd to roof floors is post-tensioned floor system having 230mm thick.
Project Name
Diamond Island
Owner
Bình Thien An Real Estate Joint Stock Company
Project Description
The development consists of 7 towers from 20 to 29 storeys. In which, Towers 1, 4 and 5 with 29 storeys. Tower 2 with 25 storeys, Tower 3 with 21 storeys. All of these towers have been used for residential.
Structural Consultant
NKC Consultancy Co. Ltd
MEPF Consultant
JRP Company Limited
Architects