Reliacon Sdn Bhd
25-01, Jalan Bayu Puteri 1/3,
Taman Bayu Puteri,
80150 Johor Bahru,
Johor, Malaysia.
+607-3318892
+607-3329892
Branch
12-1, Jalan KL 3/13,
Taman Kota Laksamana Sek 3,
75200 Melaka,
Malaysia.
 +606-2839882
 +606-2839892

Constructing Project

This project consists of two 50 storey super condo, one 46 storey hotel towers and 3 storey of basement.

Due to slenderness of the two condo tower, a structural link is needed at Levels 39 and 40 to achieve the floor drift limitation needed under wind load. For this purpose, the structural link is designed as RC structure which is stiff enough to couple the two towers rather than a simply supported beam design.

End cell of condo units are intntionally "emptied" at certain floor for architectural purposes. The vertical load transfer is thus discontinued and the structure above the "emptied" cell is designed as cantilivered out from the main structure. To avoid heaby cantilever beam and to create a light stucture view, the RC shear walls and slabs are designed as "box" concept, make use of the inherent capability of RC shear wall to resist verical shear force and to hand (tension stress in the RC shear wall) the lower slab.

Architectural impression.

Constructing

Overall view of the computer model of the two condominium towers with link bridge

Zoom-in view of the structure model of the link bridge levels

Band beam concept is used in the design of the car park and podium floor successfully for both construction economy and speed.

   
   
This is a 38 storey high value condominia

Architectural impression view

Architectural impression view

Constructing view

Band beam design was used to create long cantilever slab

This project consists of 2 blocks of 20 storey apartments with shopping complex

   
   
This is a mixed development consists of 43 storey apartments, hotel and shopping complex