Downloaded 73 times
Uploaded byWen Crystal
Spun pile
Projek Cekap (M) Sdn. Bhd. has provided spun pile foundation services for construction projects in Malaysia since its incorporation. They install pretensioned spun concrete piles, which transfer structural loads through the ground to stable soil or bedrock. The piling process involves assembling a circular steel reinforcement cage, placing it in a cylindrical mold, pumping concrete into the mold, spinning and curing the concrete, then transporting and installing the finished pile using machinery. Spun piles can be easily joined as needed for depth and provide a stable foundation even in loose soils or sloping areas.
Spun pile
- 1.
- 2. PROJEK CEKAP THE GROUND ENGINEERING ProjekCekap (M) Sdn. Bhd. has been involved in Spun Pile foundation services for the construction industry since it was incorporated. They have since been providing piling services to buildings and roadworks undertaken by both PROJECT THE USED PRETENSIONED SPUN CONCRETE PILES:Kuala Lumpur International Airport 2, Sepang Malaysia
- 3. Transfers the loads fromstructures to the hard strata, rocks or soil with high bearing capacity. To resist vertical, lateral and uplift load. It acts as end bearing pile. To install loose cohesion soil through displacement and vibration. Convenient method of foundation for works over water and on sloping site. To control the settlements which can be accompanied by surface foundations. Increase the factor of safety for heavy loads buildings.
- 4. 1 2 3 BUTTON HEADING BENDINGAND INSTALLATION OF CIRCULAR REINFORCEMENT CAGE INSTALLATION AND PREPARATION CYLINDRAL MOULD
- 5. 4 5 67 PUMPING OF CONCRETE INTO THE MOULD THROUGH A PUMPING MACHINE CURING OF CONCRETE THROUGH SPINNING AND STEAM CURING DEMOULDING, TESTING AND INSPECTION OF SET CONCRETE STORAGE OF CONCRETE AND TRANSPORTING TO SITE
- 6. 4 5 67 POSITIONING OF MACHINERY AND PILE ENSURE THE PILE IS VERTICALLY STRAIGHT + HAMMERING OF PILE HAMMERING PROCESS CONTINUES UNTIL THE PENETRATION DEPTH IS REACHED IF THE DEPTH REQUIRED IS MORE THAN 12m JOINTING AND WELDING WORKS IS REQUIRED
- 7. PILE DRIVING DEEPER THAN THEDESIRE DEPTH. LATERAL MOVEMENT OF PREVIOUSLY INSTALLED PILES WHEN DRIVING NEW PILES. PILE OBSTRUCTIONS AT DEPTH. BLOW COUNT SIGNIFICANTLY LOWER THAN EXPECTED. Desired Depth
- 8. ADVANTA GES CAN EASILY BEJOINTED TO ANY COMBINATION OF LENGTH AS PER LENGTH VERSATILE HIGH FLEXURAL STRENGTH SAVES TIME LESS PERMEABLE THAN NORMAL REINFORCED CONCRETE PILES MINIMAL STORAGE SPACE DISPLACEMENT AND VIBRATION EFFECT ON SOIL COMPACTION = > < CANNOT BE DRIVEN WHERE HEADROOM IS LIMITED POSSIBLE TO GET DAMAGES E.G. CRACKS NOISE DISTURBANCE IF DRY HAMMER IS USED VIBRATION DISTURBS ADJACENT STRUCTURES DISADVAN TAGES
- 9. END. Chow Wenfang Janelle Cezar JeanLai Schon Hing Ka Wai Cheng En By:
Editor's Notes
- #7 Mark out the position of the pile, with the position fixed, the required pile inclination shall then be adjusted to the required angle Pile driving shall utilise the most suitable hammer for the purpose of driving the pile to the set without damage to the pile head. When driving commence, the first few blows and meter of penetration shall be closely monitored to enable any initial deviation to be physically corrected.
- #9 manufactured with steel end plates for splicing and welding.