Conventional foundation making takes a long time and also costs a lot. By using piles, the foundation will be completed in a very short time. The piles will be staked until it hits the hard ground. Prior to erection, it is better to do sondir first to determine the depth of the hard soil. Piling can be done using a Drop Hammer or Jack Pilling System.

Product Spesification :

Length	3 m & 6 m for non prestressedFor prestress, as you need
Weight	Δ 28.28 = 83 kg/m ∏ 20.20 = 94 kg/m | ∏ 25.25 = 147 kg/m
Concrete Quality	K-450 (non prestressed) & K-500 (prestressed)
Reinforcement Spiral	5 mm (0.2 mm tolerance)
Carrying Capacity	Δ 28.28 (D13 = 30 ton) ∏ 20.20 (D13 = 35 ton) | ∏ 25.25 = (D16 = 45 ton)
Joint	piling head plate with welded spliced
Erection System	1. Drop Hammer 2. Jacked Piling System
Head of the pile	made pressed and welded to the main reinforcement become more monolith

Pile products :

1. Pile ∏ 20 x 20 4D10 & 4D13 Non Prestressed
2. Pile ∏ 25 x 25 4D13 & 4D16 Non Prestressed
3. Pile Δ 28 x 28 3D13 Non Prestressed
4. Pile ∏ 15 x 15 Prestressed
5. Pile ∏ 25 x 25 Prestressed
6. Pile ∏ 30 x 30 Prestressed
7. Pile ∏ 35 x 35 Prestressed
8. Pile ∏ 40 x 40 Prestressed