Load Security Roundwood Timber Haulage John Lyons Coillte, - - PowerPoint PPT Presentation

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Load Security Roundwood Timber Haulage John Lyons Coillte, - - PowerPoint PPT Presentation

Load Security Roundwood Timber Haulage John Lyons Coillte, Chairperson,FITG. June 2015 Background Timber Haula Timber Haulage COP and GPG ge COP and GPG (20 (2014) 14) r recommend ecommend tha that t at t st bay and a least


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SLIDE 1

Load Security Roundwood Timber Haulage

John Lyons Coillte, Chairperson,FITG. June 2015

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SLIDE 2

Background

  • Timber Haula

Timber Haulage COP and GPG ge COP and GPG (20 (2014) 14) r recommend ecommend tha that t at t least least 2 st 2 straps ps on 1

  • n 1st

st bay and a

bay and at l t least east 1 st 1 strap p on other

  • n other bays

bays be be

  • used. T
  • used. This i

his is s in line w in line with ith UK r UK recommenda ecommendations tions.

  • Quest

Questions ions raised aised by HSA by HSA

  • FIT

FITG G meeting meeting inc incl HSA Oct HSA Oct 2014 2014

  • Subg

Subgroup set

  • up set up (J

up (J. . Lyons,

  • ns, Des

Des Phelan, Ger Phelan, Gerry y McM McMor

  • rrow,

, Scott Scott Robinson,

  • binson, HSA)

HSA)

  • 2 meetings

2 meetings held held

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SLIDE 3

Literature review

  • Forestry Codes of Practice in Irl and UK
  • Worldwide forestry research reports (SW , NZ)
  • International Guidelines on Safe Load Securing for Road

Transport

  • HSA Load Security Information bulletin, European CSN EN

12 195 Calculation of Load Restraining on Road Vehicles

  • UK Dept of Trans COP re Safety of Loads on Vehicles
  • UK Transport Research Laboratory report, Load securing

Vehicle operator guidance

  • UK GOV, 03/2015, European Best Practices guidelines on

cargo securing for road transport

  • All hauliers and others consulted
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SLIDE 4

Number of Strap numbers required?

  • European formula (Annex a)
  • Main Variables

– 1 = Friction factor – 2 = tension force in strap

  • Formula put on excel, allows for sensitivity analysis.
  • (Annex b)
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SLIDE 5

Friction Factor, Roundwood Logs

  • Sweden, Roundwood logs............ 0.78
  • New Zealand, Sawlogs....................... 0.71
  • Ireland.................................................. ?????
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SLIDE 6

Testing Friction factor

(Friction factor = Tan of Angle when slippage occurs)

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SLIDE 7

Calculating Friction Factor Based on measurements (Ht and log Length) slippage occurred at 32 degrees in this case. Tan 32 = 0.63 (friction factor) Wet conditions, some crooked, some bark stripping, March 31st Best Result achieved, 0.84

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SLIDE 8

Tension Force in strap ?

  • Digital Dynamometer was used to test the tension forces.
  • Labels on tensioner and associated polyester lashing show; (show examples)

Lashing Capacity.................... LC (Typically, 2,500 daN) Standard Hand Force............. SHF Standard Tension Force......... STF STF is the residual force after physical release of the handle of tensioning device Older STF, perhaps 200 daN Upward ratchet tensioning

  • Newer. Downward tensioning

STF = 300 daN, 400 daN, 500 daN with SHF = 50 daN Longer handled ratchet, more teeth (example)

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SLIDE 9

Further Lashing Possibilities

  • Gr

Gr 80 tens 80 tensile ile chain, w hain, when used hen used wi with l th load binder

  • ad binder can giv

can give v e ver ery y high tens high tension ion for

  • rce.

ce.

  • EN

EN 121 12195 95-3 r 3 ref efer

  • ers. (La
  • s. (Lashing Cha

shing Chains) ins) e.g e.g.

. STF

TF = 1,900

= 1,900 daN daN wi with th STF

TF of

  • f 50daN

50daN Re Re-visit visiting ing Eu Europe

  • pean F

an For

  • rmula

mula

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SLIDE 10

Other Load Security Considerations

  • Anchoring points for lashings, and any connectors
  • Strap rating, condition
  • Sliding Bunks (no existing guidelines)
  • Influence of other restraint features? E.g. Timber Specific

bunks provide positive restraint, partially chocking.

  • Crane location
  • Knowledge of all parties, competency to assess.
  • Compliance......with standardsds and operational guidelines
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SLIDE 11

Where is this at?

  • This is ‘Work in Progress’
  • Guidelines are required....

realistic and practical, very many variables. (pre-tensioning, load movement, species, quality and lengths of timber, time

  • f year, etc etc.....)
  • Industry experience to date must be taken into account
  • Additions to current guidelines cannot be overly prescriptive

Meanwhile, while this is ongoing, the focus should be on compliance with current guidelines and an understanding on the part of all concerned in relation to variability and the need to assess and secure each load as a separate entity.

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SLIDE 12
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SLIDE 13

Competent Person.

  • Designated person, suitably trained qualified by knowledge

and practical experience and with the necessary instructions to enable the required tests and examinations to be carried out.