ABI TM L Telescopic Mast Leader Rig

Transcription

1 ABI TM Telescopic Mast eader Rig

2 Applications for the ABI MOBIRAM-SYSTEM TM 14/17 ABI Pile driving and extracting vibrator MRZV and MRZV-V for installing and removing of - sheet piles and trench sheetpiles - steel beams and girders - steel pipes / casings - full displacement sections - injection probes ABI Auger drive MBA for augering operations as e. g. - ground release augering and augering for ground investigation - augering for soldier pile installation - displacement augering - CFA piles - injection and soil improvement for foundations Pile Driving Extracting Augering Your partner in civil engineering ABI Double auger head system VDW 3525 for auger / drilling operations as e. g. - pile walls (counterfort type, tangential, secant and on - the - wall) - augering cased for soldier pile installation - well construction (dewatering) - injection and soil improvement for foundations - displacement augering Silent Piling ABI HYDRO-PRESS-SYSTEM HP for the vibration-free pushing and extracting of - cold-rolled steel sheet pile sections with interlock ABI HYDRO-PRESS-SYSTEM HPZ for the vibration-free pushing and extracting of - steel sheet pile Z - sections with System ABI - Custom-made innovations All stated figures are approximate values which may change. Design subject to modifications. 03/98 ABI GmbH Boschstraße 8 D Niedernberg Tel. +49 (0) / Fax +49 (0) / info@abi-gmbh.de ABI MOBIRAM-SYSTEM TM 14/17

3 ABI Telescopic leader system ABI Pile driving and extracting vibrators Technical Data TM 14/17 Usable length with pile driving and extracting vibrator (depending on type) mm ca with auger drive mm ca Underground lowering depth mm ca Height - leader base set down, not telescoped, main boom in lowest position mm ca Height - leader cylinders I and II extended main boom in highest position mm ca Technical Data MRZV 600 MRZV 700 MRZV 800 MRZV 600V MRZV 800V MRZV 925V variable - static moment Centrifugal force at max. frequency kn Static moment kgm bis 8 0 bis 12 0 bis 16 Max. revolutions min Required hydr. power at vibrator kw > 120 > 160 > 200 >120 >200 >250 Dynamic weight* kg Total weight* kg Clamping force with standard jaw kn Maximum weight of pile elements kg ength* mm Width W mm Depth D mm * including standard jaw assembly MRZV MRZV -V Prestressing force eader cylinder I kn max. 70 Prestressing force eader cylinder II kn max. 90 Extraction force eader cylinder I kn max. 140 Extraction force eader cylinder II kn max. 175 Torque absorption danm max W D W D eader inclination front/rear degree max. ±4 eader inclination laterally degree max. ±4 eader inclination transport position degree max eader slewing range degree max. ±100 ABI Auger drives Attachment weight incl. main boom and main boom cylinder kg ca T ech ni cal Data MBA 3100 MBA Weight of piling equipment without attachment depending on carrier unit t ca. 43to 47 Transport dimensions ength mm ca Width mm ca Height H mm ca H Torque danm Hexagon connection* mm 80 Max. oil pressure bar 300 Max. oil quantity l/min Required oil quantity per rotation l/rot. 7,5 Max. revolutions min Max. auger diameter mm Total weight kg 930 ength mm Width W mm 700 Depth D mm W D All stated figures are approx. values which may change depending on the carrier type. * SW-M as socket / female

4 Pile ine 3000mm eader Rig Rig Weight (incl. Hammer) ABI TM 14/17 49,685 kg 3400mm 1000mm Max. 4000mm (min) Wide Platform (Hardcore / Spreader Matts) 1500mm 3100mm 1000mm Min. SECTION Head Office: Springwell Road Springwell Gateshead Tyne on Wear NE9 7SP Direction of Piling Works PAN Project/Client: Drawing Description: TM 14/17 eader Rig Platform Requirements and Operational Detail Drawing Number: Scale: Drawn by: Date: N/A N.T.S DWG 30/04/10

5

6

7 Ground Vibration Estimation (approximate) Hammer MRZV 16V (TM 14/17) Type Vibro Vibration Method Ground conditions C v = C (W)/r Impact 1.00 Very stiff cohesive, dense granular, rock, fill with large obstructions v = ppv in mm/s Stiff cohesive, medium dense granular, 0.75 C = soil/hammer parameter compact fill W = hammer energy per blow/cycle (J/blow) Soft cohesive, loose granular, 0.50 r = distance to point of interest (m) loose fill, organic soils Vibro All soils 0.70 C = 0.70 r W v ppv Radius m J/cycle mm/s Tolerance of building (not occupants) mm/s m Ruins, buildings of architectural merit Residential ight commercial Heavy Industrial Buried Services (general) Buried Services (old brick sewers) Values from EC3:5 for cosmetic damage - dependent on hammer type Vibration Estimates Peak Particle Velocity (mm/s) Radius (m)