TRACKED PLANT TECHNICAL SPECIFICATIONS - Sheet Piling

SENNEBOGEN 673RTransportdimensions and weightsCRAWLERCRANECrane equipment12960673R: 360º TELESCOPICBOOM 36MTelescopic boom 36 m41958765Machine Model673REngine TypeDeutz TCD 6.1 L6Engine Power160 kWEmission StandardsEuro Stage 3aFuel Tank Capacity540 litresHydraulic Tank Capacity765 litres36UndercarriageTelescopic34Operating Weight70 tonnes50 60 70 80 36,0 m381105704030,3m3241004800301155607030 281296024,8 m26673 R with undercarriage T73/ 410 undercarriage and 700 mm 3-grouser base platesOperating weight: approximately 69,800 kg (with 8 m y boom, 2 hoisting winches, counterweight and undercarriage ballast)2422DIMENSIONS: TRANSPORTATION,3 m203685368520 16,6 m181613,8 m141210 103040436487608760300029808Transport dimensions and weights6Transport weight: approximately 45,500 kg (8 m y boom, 2 hoisting winches, without counterweight, without undercarriage ballast)Transport weight: approximately 53,600 kg (8 m y boom, 2 hoisting winches, with counterweight, without undercarriage ballast)412960DIMENSIONS: OPERATING2419587650 [m] 02980424038363432302826242220181614121086530 HooksWeight 6011551825t80 kgCapacity Weight15 t190 kg1-pulley5t80kg3515tt 1-pulley260 kg190kg3-pulley35 t 3-pulley3050673R with2.7undercarriageT73/ elevating410 undercarriageand700 mm 3-grouserbase plates 1,200 kgOption:m hydraulicallycab E270,additionalweight: approximatelyOperating weight: approximately 69,800 kg (with 8 m y boom, 2 hoisting winches, counterweight and undercarriage ballast)18Cable reeving and maximum safe working loadCapacity70800Dimension information in [mm]260kg10987654325,000 kgCable reeving and maximum safe working load12111098735,000 kg630,000 kg35,000kg30,000kg525,000 kg25,000kg420,000 kg20,000kg1315,000 kg210,000 kg15,000 kg5,000kg15,000kg15,000kg 10,000kg10,000 kg 5,000kg5,000 kg15,000kg10,000kg5,000kg60 t540 kg540kg60,000 kg 60,000kg55,000 kg55,000kg50,000 kg45,00045,000kgkg 40,000kg 35,000kg 30,000kg 25,000kg 20,000kg 15,000kg 10,000kg10,000 kg 5,000kg5,000 kg60 t ,000kg15,000kg6-pulley10Technical data and dimension information subject to change. Comments on page 17.19

SENNEBOGEN 643RCRAWLER CRANEMachine Model643REngine TypeCummins QSB 4.5Engine Power119 kW2666Emission Standards36360 litresHydraulic Tank Capacity500 litresUndercarriageTelescopicOperating Weight42 tonnes80 70 60 50 34Euro Stage 3aFuel Tank Capacity643R: 360º TELESCOPIC BOOM 30M266630,0m3240 30 5m20 9,0m1232831010 86DIMENSIONS: TRANSPORTATION9621962125232420 338242044005338440053382420 328332832826242220181614121084620CapacityWeight32t 4-pulley300kg25 t 3-pulley220kg4t40kgNumber of 20230643R: HOOKS12071207103970096210 24400533823003000324170063381207103963384 4

SENNEBOGEN 673RCRAWLER CRANESENNEBOGEN 643RCRAWLER CRANELIFT CAPACITIES: MAIN BOOMLIFT CAPACITIES: MAIN BOOMBoom Length riageTrack Width(m)Boom Length 4,04,04,6UndercarriageTrack Width(m)3,83,83,83,83,83,83,8Working Radius (m)Working Radius 25,01,840,0Parts 00%100%100%100%28,0ii0%0%0%0%33%66%100%Parts %75%100%When the jib is mounted at the basic mainboom the rated loads have to be reduced.Reduction ofLoad (kg)2225,077061051043034028023

NOVA NCK HC50CRAWLER CRANEMachine ModelNova HC50Engine TypeCAT 3306Engine Power150 kWFuel Tank400 litresUndercarriageTelescopicBoom Length36.0mOperating Weight54 tonnesDIMENSIONS: NOVA NCK HC50 TAOverall length of crawler units5.50mBDistance, centre to centre of tumblers4.50mCHeight of crawler units1.05mDOverall width of crawlers (Extended inworking conditions)4.59mD1Retracted - in travelling condition3.50mECentre to centre of crawler units in working condition3.74mFGround clearance0.45mGCrawler show width0.85mHHeight of boom foot1.75mJDistance centre line rotation to boom foot1.16mKTail radius to rear counterweight4.14mLGround clearance under counterweight1.15mMOverall height of ‘A’ frame sheave andoperators cab in working condition3.20mNWidth of operators module0.95mPOverall width over machinery cab3.44mLIFT CAPACITIES: MAIN BOOMBoom Length (m)12.015.018.021.024.027.030.033.036.0Radius 8.024.030.032.01.834.01.7Lifting Capacities - Main Boom (with maximum counterweight)24225

PLANT LOADINGSPILING RIG & CRAWLER CRANE BEARING PRESSURESPlantManufacturer& ModelTrack PadWidth (m)TrackBearinglength (m)WorkingWeight (Te)MaxCrowdForce (kN)MaxExtractionForce (kN)Case 1 LoadingStanding or valentTrackBearingLength (m)Case 1 )EquivalentTrackBearingLength (m)Case 2 N/m2)EquivalentTrackBearingLength (m)Case 2 LoadingExtraction rackBearingLength (m)NotesPLEASE NOTE: Track Loadings and TrackLengths quoted are based strictly on thefollowing operational limitations noted belowfor each item of plant.Sheet Piling RigsABI TM 13/16 m Working Radius 5.79mMaximum Crowd Force 58kNMaximum Extraction Force 109kNABI TM 14/17 m Working Radius 5.79mMaximum Crowd Force 58kNMaximum Extraction Force 109kNBauer RTG um Working Radius 5.29mMaximum Crowd Force 120kNMaximum Extraction Force 80kNBauer RTG um Working Radius 5.29mMaximum Crowd Force 140kNMaximum Extraction Force 80kNBauer RTG um Working Radius 5.91mMaximum Crowd Force 140kNMaximum Extraction Force 100kNABI TM 12/15 HLong imum Working Radius 8.08mMaximum Crowd Force 72kNMaximum Extraction Force 80kNHandling of Sheet Pile is NOT PermittedABI TM 12/15 HStandard imum Working Radius 6.08mMaximum Crowd Force 72kNMaximum Extraction Force 80kNCAT 328D LCRExcavator Piling ogen 643E0.704.4042N/AN/A1212.942373.28----Maximum Radius / Maximum LoadMinimum Radius / Maximum LoadSennebogen 673E0.705.1070N/AN/A1842.662912.46----Maximum Radius / Maximum LoadMinimum Radius / Maximum LoadNCK Nova 500.854.5054N/AN/A1244.502352.10----Maximum Radius / Maximum LoadMinimum Radius / Maximum LoadCrawler Cranes1. Extraction load case applicable to both pile extraction and pre-augering activities.262Updated November 2018.27

NOISE ASSESSMENTSGROUND BORNEVIBRATION ASSESSMENTSGENERAL INTRODUCTIONduration the following equations are used:GENERAL INTRODUCTIONTYPICAL WORKED EXAMPLEAll piling activity generates noise. The consequences ofthe additional noise may be a health hazard or a cause ofannoyance to the general public.LAeq L p A - 20 log (R) - 8 For R 25mLAeq L p A - 25 log (R) - 1 For R 25mThe installation of steel sheet piles using vibratoryinstallation techniques will inevitably result in groundborne vibrations. The vibration level is a function of thepower rating and frequency of the vibrohammer fromwhich peak particle velocities and particle accelerationscan be calculated based on to some extent the type andnature of soils. The vibration levels at the source willnaturally attenuate with distance.Assuming the sheet piles are installed using an ABIMRZV 18S Vibratory Hammer the following are noted:DESIGN STANDARDS & REFERENCESTherefore an assessment of the possible vibration levelscan be undertaken using the formula presented inBS5228 Part 4 (1992).Construction site noise levels, in decibels (dB), are usually‘A-weighted’ to give measurements and levels relative tothe sensitivity of the human ear.The accepted measure of noise is the equivalent‘A-weighted’ sound pressure level, LAeq, relative to aspecified time period, T.A number of factors are likely to affect the acceptabilityof noise arising from construction sites which include: Site location.Existing background noise levels.Duration of site operations.Hours of work.Provision of additional mitigation measures.If noise levels increase from the background level by 3dB(A) then the change is just perceptible. If the noise levelincreases by 10dB (A) then it is perceived as being twiceas loud. A 20dB (A) increase implies a tenfold increase innoise level.DESIGN STANDARDS & REFERENCES BS 5228 (2009) Part 1 - Code of practice for noiseand vibration control on construction and open sites. Control of Pollution Act (CoPA) 1974 - Applicationsfor prior consent for work on construction sites.FORMULA FOR CALCULATION OF NOISEThe base sound pressure levels for specialist pilingequipment can be obtained from relevant manufaturersand typical values are summarised below: High Frequency Vibrohammers ie.MRZV 18V LpA 115 dB(A) Hydraulic Drop Hammers LpA 125dB (A).Noise attenuates with distance from the source whichcan be defined by empirical equations.Therefore to calculate an equivalent continuousA-weighted sound level over an ‘effective’ working day282Where, R Distance from Noise Source (m).In general, piling operations will typically run between10% and 50% of the working day.Consequently the previously presented formula can befurther modified according to the following equation:LAeq (red) LAeq 10 log (t1T )Where: BS 5228 (1992) Part 4 - Code of practice for noiseand vibration control applicable to piling.t1 Actual piling time.T Total working period per day. BS 5228 (2009) Part 2 - Code of practice for noiseand vibration control applicable to piling.TYPICAL WORKED EXAMPLE Stated Power Rating Frequency Energy Efficiency Hammer energy (w) 433 kW. 2250 rpm (37Hz). 433 kW/37Hz. 11702J/Cycle. 80% 11702J x 80% 9362JThe results of this example are presented below:Distance (m)2.05.08.010.0 British Steel (CORUS) - Control of vibration andnoise during piling.Predicted PPV (mm/s)48.419.412.19.7Distance (m)12.015.020.050.0Assuming the sheet piles are installed using an ABIMRZV 18V vibratory hammer the following are noted: BS 7385 Part 1 - Guide for measurement ofvibrations and evaluation of their effects on buildings.Predicted PPV (mm/s)8.16.54.81.9 Base Sound Pressure Level LpA 115 dB (A) BS 7385 Part 2 - Guide on damage levels fromground borne vibrations.Therefore the following attenuated noise level of variousdistances from the source can be calculated as follows:Distance ‘R’ (m)2.05.010.025.0Attenuated noise level LAeq dB(A)101938779Distance ‘R’ (m)50.075.0100.0150.072676460Attenuated noise level LAeq dB(A)FORMULA FOR CALCULATION OF PEAK PARTICLEVELOCITY (PPV)For vibratory driven sheet piles, the maximum peakparticle velocity (PPV) can be derived from the followingempirical formula:V res C* WrAssuming a maximum piling duration of 5 hours perday (ie. 50%) the calculated values above can be furthermodified as follows:Distance ‘R’ (m)2.05.010.025.0Attenuated noise level LAeq (red) dB(A)9890847650.075.0100.0150.069646157Distance ‘R’ (m)Attenuated noise level LAeq (red) dB(A)Where: V res C W r Maximum peak particle velocity (mm/sec). Soil Hammer Factor (Recommended as 1.0 forvibratory hammer). The maximum hammer energy per cycle (J). Horizontal distance from piling operations nce (m)FURTHER COMMENTSThe revised standard, BS5228 Part 2 (2009) presents anequation for vibratory installation of piles which is basedon percentage confidence levels based on the predictedvibration not being exceeded.This method is entirely empirical and does not takeaccount of soil conditions or hammer type.Experience suggests there is some correlation withthe BS5228 Paart 2 (1992) method based on 33.3%probability of exceeding confidence levels.Consequently the attenuated noise levels, as adjusted fortime of piling operations, are reduced at various distancesfrom the noise source by approximately 3 dB(A).29

GUIDANCE ON PILINGPLATFORM REQUIREMENTSGENERAL INTRODUCTIONINSTALLATIONThis document is intended for use by designers andengineers considering the piling platform requirementsfor a project utilising Sheet Piling (UK) Ltd equipmentand it only applies to ground supported workingplatforms for tracked plant construction on granularmaterial.The Sheet Piling (UK) Ltd Platform Certificate ismandatory for all sites where a piling rig or attendantplant operates. It must be signed by an authorisedrepresentative of the Principal Contractor. This merelyconfirms that the legal duties required under CDM havebeen carried out.The information is based upon details supplied by theplant manufacturers and Sheet Piling (UK) Ltd ownexperiences of the plant performance.The working platform provides access for all piling plant,ancillary plant, deliveries, subcontractors and personnelassociated with the piling operations. Properly designedand installed, the working platform could also providesuitable and safe access for following trades for thewhole project.To produce the bearing pressures an analysis has beenconducted in accordance with the agreed procedures ofthe FPS and cover the typical working envelope withinwhich piling plant is operated. Further analysis should beundertaken when operating equipment outside of thisenvelope and when the situation requires different loadsor constraints from those noted within this document.A piling platform designer should take into account anyimposed loading by other plant, the ground conditions,the effects of weather, platform deterioration with time,soft spots and the platform maintenance regime.In accordance with the BRE guidance document(published June 2004) on Design, Installation andMaintenance of Working Platforms the loads for each righave been analysed and are presented for the two loadcases of Case 1 and Case 2.Case 1 loading applies to the situation when therig or crane operator is unlikely to be able to aidrecovery from an imminent platform failure.Operations in which this type of loading condition appliescould include standing, travelling and handling.Case 2 loading applies to the situation when the rig orcrane operator can control the load safely, for exampleby releasing the line load, or by reducing power, to aidrecovery from an imminent platform failure.Operations in which this type of loading condition appliescould include installing/extracting a sheet pile, and/ordrilling/extracting an auger. Consequently, a lower factorof safety can be adopted for this loading case.These operations include sheet pile installation,extraction and preaugering (where applicable).One of the main causes of rig instability is a result ofpoor definition of the edge of the working platform. Ingeneral the working platform should be clearing definedrelative to the proposed pile line to suit the method ofinstallation and/or extraction. This ensures sufficient safeworking area for the piling personnel and attendanceplant.Where access ramps are used to move between workinglevels these must be of sufficient gradient and width toallow the piling plant to move safely within the stabilityconstraints of the machine. Ramps must be in a straightline between working areas. Piling rigs and cranes cannotchange direction on ramps. Where a change in directionis required, this must be on a flat level platform.WORKING PLATFORM CERTIFICATEProject NameWork area coveredby this certificatePART 1: WORKING PLATFORM DESIGNEquipment to be used on siteMaximum Plant Loading(Note: BR470 Working Platforms for Tracked Plant: Good practice guide to the design, installation, maintenance andreport of ground supported platforms is available for HS BRE Press - Tel: 01344 328 038).Designer NameDesigner OrganisationContact TelephoneIs Testing Specified?No:Yes: (give details)MAINTENANCE, REPAIR AND REINSTATEMENTThe working platform must be kept free draining. Waterand arisings which are allowed to build up on theworking platform can hide recently constructed piles, triphazards, unstable ground and excavations.Obstructions encountered during the piling processwill generally required excavation to remove them.This can create a ‘soft spot’ which can result in the rigoverturning. It is essential that any excavationsmade in the working platform are reinsta

y sheet piling y piling orks composite piles ground anchors tion free piling ter weep holes steel sheet piles alls vinyl piling corner piles permanent basements tions ams y sheet piling y piling orks composite piles ground anchors tion free piling ter weep holes