Simplex pile - FRANKI Grundbau
Transcription
Simplex pile - FRANKI Grundbau
Simplexpile Full soil removal High cost-effectiveness The Simplexpile Possible applications The FRANKI Simplexpile is a low-cost driven cast-in-place concrete foundation pile. It can be used in every case where vibrations and noise emissions are not a decisive criterion. It can be employed as a deep foundation element for construction works of all types, such as e.g. logistics centers, industrial buildings, crane tracks, wind energy systems and many others. The Simplexpile can be equipped with polyester pipes so that the pile can also be used as an energy pile. With energy piles, geothermal heat can be used for the heating and cooling of buildings. Vertical piles as well as sloping piles tilted up to 4:1 are available. The dimensioning and the manufacturing of Simplexpiles is implemented in accordance with DIN 1054 and DIN EN 12699. Building practice PCH Packing Center Hamburg, Wollkämmereistrasse, Hamburg: 1.400 Simplex piles Manufacturing process The Simplexpile is a cast-in-place concrete foundation pile with recoverable driving pipe. This is closed off watertight below with a base plate. A hydraulic and diesel ram drives the pipe into the ground by means of head piledriving. The pile-driving work performed in this case (number of impacts/m) is a measure for the load-bearing capacity of the ground at the respective pile location. On reaching the setpoint depth and/or the pile-driving criteria, a reinforcement cage is adjusted into place, filled with concrete and the advance pipe is extracted again, where the base plate remains in the ground in this case. Environment friendliness Due to vibrations and the noise emission, the pile system can be employed only with restrictions in case of neighboring developments. Because of the full soil displacement, the removal of ground is dispensed with and loosening of the ground is thus excluded. The pile system has proved itself many times with projects in contaminated locations. Construction of a new factory in southern Germany: 2.500 Simplex piles Cost-effectiveness Due to the short manufacture time with corresponding boundary conditions, the Simplexpile is particularly suitable for foundations with a large pile item number, as well as specified large binding lengths in the load-bearing foundation soil. For the manufacture of the Simplexpiles KC pile-driving systems are available to FRANKI Grundbau with a possible pile-driving depth up to 43.5 m and Junttan hydraulic rams with a fall weight of 140 kN. Title: Piling for a Logistic Center in Hamburg, Bredowstrasse: 924 Simplex piles Monopile factory "Steel Wind", Nordenham: 2.950 Simplex piles Manufacturin process 1 Bedding of the ramming pipe. The pipe is closed off with a base plate 2 Driving of the pipe with head pile-driving 3 Adjusting the reinforcing cage 4 Concrete work of the pile shaft and drawing of the pipe. The base plate remains in the ground Hydraulic-/ Diese ram 2 Capping the pile head. Preparing the connection reinforcement refilling of concrete the pile is finished and after hardening ready to bear loads GW Non-load-bearing foundation soil Load-bearing foundation soil KC-Rams Displacement of the soil Build on Simplex piles Slope max. 4:1 1 2 3 4 max. pile-driving depth 40 m Hamburg-Altenwerder 1 Logistic Center Kühne+Nagel, 2 Logistic Center Altenwerder II, 3 Logistic Center BUSS, 4 Cool Center FRIGO: Simplex piles 0 5 00 5 0 Foundation Concrete soil · Loading Concrete Course clay Course clay 5 CPT Ground profil Medium-grain 5 Medium-grain sand sand Course clay 0 5 10 Course 10 0 clay 10 Concrete Pressure test loading on a Simplexpile Ø 42 cm Course clay 5 15 15 10 20 20 Fine-grain Fine-grain sand sand15 25 25 Medium-grain sand Course clay 15 15 20 qc [MN/m22] 20 qc [MN/m ] 20 qc [MN/m2] 15 30 30 Depth [m] Depth [m] 20 Fine-grain sand 10 10 25 30 Depth [m] Resistance - Settling line 0 00 0 1 1 2 2 3 3 Pile resistance Pile resistance [MN] [MN] 5 5 0 0 10 10 5 15 15 1 2 Pile resistance [MN] 3 20 20 Setting [mm] Setting [mm] 10 15 20 Characteristic influence EK Setting [mm] Diameter [cm] 42 51 Diameter Diameter [cm] [cm] Non-cohesive ground Non-cohesive [kN] ground [kN] half-solid cohesive ground half-solid cohesive ground [kN] [kN] 42 42 1.400 1.400 1.000 1.000 51 1.300 1.800 51 1.300 1.800 half-solid cohesive ground Non-cohesive ground [kN] [kN] 2.100 1.600 56 2.100 1.600 56 1.400 1.000 2.400 1.800 61 2.400 1.800 61 1.300 1.800 56 2.100 1.600 61 2.400 1.800 The loading and pile diameters are to be coordinated to the respective soil conditions. We would be glad to provide you with advisory services in this case! FRANKI Grundbau GmbH & Co. KG Complete foundations projects Headquarters Hittfelder Kirchweg 24-28 21220 Seevetal, Germany Phone: +49 4105 869-0 Fax: +49 4105 869-124 E-Mail: [email protected] www.franki.eu n Piled foundations n Excavation n Diaphragm walls n Waterproof walls n Shoring up buildings n Soil improvement technology 2015 Technical Data