swank

59
How Safety [in numbers] is Engineered How Safety [in numbers] is Engineered into Truck Bodies Josh Swank Josh Swank Philippi-Hagenbuch, Inc. ©.2009 Philippi-Hagenbuch, Inc

Upload: krishna-deo-prasad

Post on 08-Mar-2015

34 views

Category:

Documents


1 download

TRANSCRIPT

Page 1: Swank

How Safety [in numbers] is EngineeredHow Safety [in numbers] is Engineered into Truck Bodies

Josh SwankJosh SwankPhilippi-Hagenbuch, Inc.

©.2009 Philippi-Hagenbuch, Inc

Page 2: Swank

Numbers?

1. Factors that Destroy2 Ground Clearance at Full Dump2. Ground Clearance at Full Dump3. Width and how it relates to loading4. Body Weight4. Body Weight5. Loader Reach6. Construction | Superstructure| p7. Material Angles of Repose | Material Density8. Rated Capacity | Loading Factors

©.2009 Philippi-Hagenbuch, Inc

p y | g

Page 3: Swank

Body Floor

©.2009 Philippi-Hagenbuch, Inc

Page 4: Swank

Factors that Destroy

1. Abrasive wear2. Mass impact2. Mass impact3. Projectile impact4 Haul cycle frequency4. Haul cycle frequency5. Type and size of loading equipment6 Body inside width relative to load centering / impact6. Body inside width relative to load centering / impact7. Dump site / tail chute damage8 Loading equipment damage

©.2009 Philippi-Hagenbuch, Inc

8. Loading equipment damage

Page 5: Swank

Abrasive Wear

• Body components that come in contact with hauled material

• Strength of steel / abrasion resistant• Must be built to withstand thinning over time• Minimize sidewall abrasion

• Tapering body sides allow better load release

©.2009 Philippi-Hagenbuch, Inc

Page 6: Swank

Mass Impact

• Occurs when truck is loaded in two to three passes– 240 ton truck loaded with (3) 80 t – 120 t / pass

• Body floor support structure is key

©.2009 Philippi-Hagenbuch, Inc

Page 7: Swank

Mass & Projectile Impact

• Sharp material projectile impact occurs with:– Sharp– Large– Chunky

materials

• Creates an “armor piercing” situation• Steel should be a derivative of steel armor platep• Mass impact affects whole truck / body vibration

that is a safety concern for truck drivers

©.2009 Philippi-Hagenbuch, Inc

Page 8: Swank

Mass & Projectile Impact

©.2009 Philippi-Hagenbuch, Inc

Page 9: Swank

Mass & Projectile Impact

• Reduced material discharge height directly relates to whole truck / body vibration

• Pass after pass, load after load, vibration can affect the human body

©.2009 Philippi-Hagenbuch, Inc

Page 10: Swank

Haul Cycle Frequency

• More loads dropped, hauled and dumped by truck body, the more stress the body incurs

• What does 20,000 hours of body life mean?– Is it 5 loads / an hour = 100,000 loads– Is it 1 load / an hour = 20,000 loads

• Body must be bult to withstand number of loading / dumping cycles it will be subjected to, just just the number of hours in operation

©.2009 Philippi-Hagenbuch, Inc

Page 11: Swank

Type and Size of Loading Equip.

Three main types of loading equipment:– Cable Shovel– Hydraulic Shovel– Front End Loader

©.2009 Philippi-Hagenbuch, Inc

Page 12: Swank

Cable Shovel

• Large cable shovels (80 – 120 ton bucket capacities) incur:• Higher loading impacts• Less favorable load placement

• Bodies are often loaded off-center• Potentially causes body twist

©.2009 Philippi-Hagenbuch, Inc

Page 13: Swank

Hydraulic Shovel

• Load is often closer to center• Material drop (projectile impact) remains similar

between cable and hydraulic shovels

©.2009 Philippi-Hagenbuch, Inc

Page 14: Swank

Front End Loader

• Typically drop material further than cable or hydraulic shovels

• Causes greater impact to body side and often adversely impacts body life

©.2009 Philippi-Hagenbuch, Inc

Page 15: Swank

Body Inside Width

• Wider bodies provide easier loading target• Allows cable and hydraulic shovels to place

material into center of bodies• Material impact decreases the closer to the floor

the material is discharged• Loading equipment damage is minimized where

ibl ith th t l di i t / t kpossible with the correct loading equipment / truck match

©.2009 Philippi-Hagenbuch, Inc

Page 16: Swank

Body Loading – Narrow Body

©.2009 Philippi-Hagenbuch, Inc

Narrow bodies are harder to load and often have poor load placement

Wider bodies are easier to load and achieve proper load placement

Page 17: Swank

Body Loading – Wider Body

©.2009 Philippi-Hagenbuch, Inc

Page 18: Swank

Weight

• Body weight directly relates to the amount of material being hauled

• Floor thickness: 51% - 59%• Body Sides: 14% - 21%Body Sides: 14% - 21%• Front Slope: 10% - 12%

C 6% 10%• Canopy: 6% - 10%• Other: 6% - 9%

©.2009 Philippi-Hagenbuch, Inc

Page 19: Swank

Body dump / tail chute damage

• Highest practical tail chute dump clearance needed

• Two ways of achieving:1. Body design – floor configuration2. Angle of body floor dump to release material

from the truck body (typically 45° floor angle at f ll d )full dump)

©.2009 Philippi-Hagenbuch, Inc

Page 20: Swank

Dump Clearance

©.2009 Philippi-Hagenbuch, Inc

Page 21: Swank

Loading Equipment Damage

• When there is a loading equipment / truck mismatch, damage to body sides, and loader b k tbucket

• Results in costly maintenance and unnecessary equipment downtimeequipment downtime

©.2009 Philippi-Hagenbuch, Inc

Page 22: Swank

Combating these Factors

• Body Design is Key– User buy-in

• Discuss expectations in advance• Design and build to the end user’s expectations

– Know the application and design accordingly– Correctly size the body– Use the correct materials for the job– Quality welding consumables is imperative

©.2009 Philippi-Hagenbuch, Inc

y g p

Page 23: Swank

Body Weight

• Understanding end user’s expectations can help determine the weight of a body– 1 load an hour or 5 loads and hour?– Projected / intended body life– Abrasiveness of material being hauled– Loading tool / potential projectile impact

©.2009 Philippi-Hagenbuch, Inc

Page 24: Swank

Loader Reach

• Type of loader affects overall width of body• Body should be designed for load to be centered• Truck & Body / Loader mismatch can affect

productivity• Important to know make/model of loader with

options prior to beginning body design

©.2009 Philippi-Hagenbuch, Inc

Page 25: Swank

Construction | Superstructure

• Reinforced body superstructure imperative to support load in body, regardless of type of body

• A solid superstructure is the foundation of any body• What value is there in a floor with no natural

?seems?– Less cracking and breaking of steel– Longer body floor life– Less maintenance / downtime

©.2009 Philippi-Hagenbuch, Inc

Page 26: Swank

Body Sizing

• Why are Material Densities and Angles of Repose important?

• How does the material I carry affect the rated capacity of my truck body?

% S• Why is my body holding 15% less than the SAE rated capacity?

©.2009 Philippi-Hagenbuch, Inc

Page 27: Swank

Body Sizing

•Bodies are typically sized using the SAE 2:1 Heap•Recently in conversations with a Marketing Manager and a Sales Development Manager of two different OEMs, the validity of this standard came into questionquestion.

©.2009 Philippi-Hagenbuch, Inc

Page 28: Swank

Body Sizing

Off-Highway Truck Payload is determined by:– Density of material– Body volume

©.2009 Philippi-Hagenbuch, Inc

Page 29: Swank

Body Sizing

• The SAE Standard does not define an effective body volume, but does define two (2) different load

tiratings:– Struck– Heaped

©.2009 Philippi-Hagenbuch, Inc

Page 30: Swank

Body Sizing

SAE Struck Capacity“To measure the struck capacity of an off-highway t k b d l ff th d f fftruck body you close off the open rear-end of an off-highway truck body starting at the rear edge of the floor plate with a theoretical line drawn upward at afloor plate with a theoretical line drawn upward at a 1:1 slope to the water line or top of the body sides.” (45°)Copyright 2000 Society of Automotive Engineers, Inc.

©.2009 Philippi-Hagenbuch, Inc

Page 31: Swank

Boundaries of the struck volume

Planes defined by the intermediate or discharge edges

©.2009 Philippi-Hagenbuch, Inc

Page 32: Swank

SAE Struck Capacity

No material can be carried at aNo material can be carried at a 1:1 slope.

©.2009 Philippi-Hagenbuch, Inc

Page 33: Swank

Typical Angles of Repose

ANGLES OF REPOSE OF VARIOUS MATERIALS

MATERIAL

Angle between horizontal and slope of heaped pile

Ratio DegreesMATERIAL Ratio Degrees

Coal, Industrial 1.4:1 35

Common earth Dry 2.8:1 20

Moist 2.1:1 25

Wet 2.1:1 25

Gravel Round to angular 1 7:1 30g 1.7:1 30

Sand & clay 2.8:1 20

Sand Dry 2.8:1 20

©.2009 Philippi-Hagenbuch, Inc

Moist 1.8:1 30

Wet 2.8:1 20Source: an OEM Manufacturer’s Handbook

Page 34: Swank

Body Sizing

The SAE struck rating gis bogus, but what

about heaped rating?p g

©.2009 Philippi-Hagenbuch, Inc

Page 35: Swank

Body Sizing

SAE 2:1 Heap Rating:

“3.3.1 Heaped capacity of a dumper or trailer body shall be the sum of the struck volume and the top volume enclosed by the four planes at a slope of two horizontal to one verticalby the four planes at a slope of two horizontal to one vertical (2:1) extending inward and upward from the mean lines of the sides and end plates or load-carrying extensions thereofthereof.For bodies with open ends or sides, the 2:1 slope for heaped capacity shall start from the top of the 1:1 slope

©.2009 Philippi-Hagenbuch, Inc

p p y p pwhich determines struck volume”

Page 36: Swank

SAE Standard:

©.2009 Philippi-Hagenbuch, Inc

Page 37: Swank

Body Sizing

What about a load with 2 different material slopes?

Whoever heard of the same material having two different slopes?

©.2009 Philippi-Hagenbuch, Inc

Page 38: Swank

Body Sizing

See 4.4.2 SAE 2:1 Heap

See 4.4.2

See

4.4.2

See 4.4.2

Whoever heard of a load looking like the

©.2009 Philippi-Hagenbuch, Inc

roof of a house??

Page 39: Swank

Body Sizing

One manufacturer states:

In their spec sheets, SAE Heap overrates the capacity by 5-6% and is not achievable in practice by:capacity by 5-6% and is not achievable in practice by:

5 6%5 - 6%©.2009 Philippi-Hagenbuch, Inc

Page 40: Swank

Body Sizing

Another manufacturer:

“For many years, [we] rated our bodies using a 2:1 fi ld h hi h d 2 1 h f ll i tfield heap which assumed a 2:1 heap from all points

around the body.”

©.2009 Philippi-Hagenbuch, Inc

Page 41: Swank

Body Sizing

How can you determine a truck body’s effective load?

Taking the sameTaking the same truck body, one can easily arrive at 10

different load ratings. From 20.7 yd3 to

35 6 yd3

©.2009 Philippi-Hagenbuch, Inc

35.6 yd

Page 42: Swank

Body Sizing

How can this “bogus” rating be overcome??

©.2009 Philippi-Hagenbuch, Inc

Page 43: Swank

Body Sizing

Any material dumped makes a cone, or a conical loadconical load.

©.2009 Philippi-Hagenbuch, Inc

Page 44: Swank

Body Sizing

A conical load in a body

©.2009 Philippi-Hagenbuch, Inc

Material naturally flows to a cone in a body.

Page 45: Swank

Body Sizing

Typical Truck Load

©.2009 Philippi-Hagenbuch, Inc

Page 46: Swank

Body Sizing

©.2009 Philippi-Hagenbuch, Inc

Patent Pending

Page 47: Swank

Body Sizing

What did we find out?

THERE IS NO ONE SINGLE ANGLE OF REPOSETHERE IS NO ONE SINGLE ANGLE OF REPOSE FOR A LOAD OF MATERIAL

©.2009 Philippi-Hagenbuch, Inc

Page 48: Swank

Hauled Material Angles of Repose

Location Mine Material Hauled Front Angle

Rear Angle

Side Angle

Australia Coal Overburden 24° 28° 34°

Australia Coal Overburden 21° 31° 33°

A t li G ld W t & O 26° 26° 33°Australia Gold Waste & Ore 26 26 33

Chile Copper Waste & Ore 18° 30° 32°

USA Coal Overburden 24° 31° 24°USA Coal Overburden 24 31 24

USA Copper Waste & Ore 29° 31° 24°

USA Iron Waste & Ore 29° 31° 33°

©.2009 Philippi-Hagenbuch, Inc

USA Iron Waste & Ore 29° 34° 34°

Page 49: Swank

Angles of Repose

©.2009 Philippi-Hagenbuch, Inc

Page 50: Swank

Body Sizing

When making body choices, know the differences between:

• Profiled Load®

• 2:1 field heap• SAE 2:1 Heap

©.2009 Philippi-Hagenbuch, Inc

Page 51: Swank

Loading Factors

Factors Ignored -– Body corner voids

• Material loading from a chute forms conical shape • Voids will occur in the four body corners unless

material is “spoon-filled” into dump body– Loading equipment

• With trends towards 2-plus pass loading, little control exists over how material is placed in truck body

©.2009 Philippi-Hagenbuch, Inc

body

Page 52: Swank

Loading Factors

Bodies designed for the loading equipment?– Shovel loaded requires wider body– Front End loader requires longer body– Minimizes need for loading to spill point

©.2009 Philippi-Hagenbuch, Inc

Page 53: Swank

CORRECT

This diagram showsINCORRECT5.59% overloaded This diagram shows

how the three load profiles (Load

P fil d® 2 1 h

overloaded

Profiled®, 2:1 heap from all points and

SAE 2:1 heap) impactREALLY WRONG!13 48% SAE 2:1 heap) impact

the center of gravity.WRONG!13.48%

overloaded

©.2009 Philippi-Hagenbuch, Inc

Page 54: Swank

Our experience shows…

The SAE 2:1 Heap overrates a truck bodyby as little asby as little as

7%to as much as

7%

18%18%

©.2009 Philippi-Hagenbuch, Inc

Page 55: Swank

Dump Clearance

• Body design – floor configuration• Angle of body floor dump to release material from

truck body– 45o floor angle at full dump is usually sufficient

©.2009 Philippi-Hagenbuch, Inc

Page 56: Swank

Properly Sized & Balanced Load

©.2009 Philippi-Hagenbuch, Inc

Page 57: Swank

How Safety In Numbers Adds Up

• Ground clearance is a factor in safe body life and operation

• Proper body weight to load ratio keeps the Center of Gravity low, and the load distributed correctly on chassischassis

• Body width assists in loader operators in loading body safely and correctly each and every loadbody safely and correctly each and every load

• Wider bodies = less whole body / truck vibration which is safer for the truck operator

©.2009 Philippi-Hagenbuch, Inc

which is safer for the truck operator

Page 58: Swank

How Safety In Numbers Adds Up

• Knowing the density of the material being hauled lets the body manufacturer accurately design the b d f it i t d dbody for its intended use

• Knowing what the actual capacity of the load is, and profiling the load accurately cuts down onand profiling the load accurately cuts down on unneeded steel, and maximizes payload

©.2009 Philippi-Hagenbuch, Inc

Page 59: Swank

Presented By:

Josh SwankSales Manager

Philippi-Hagenbuch, Inc.Philippi Hagenbuch, Inc.7424 W. Plank RoadPeoria, Illinois 61604 ,

(309) 697–[email protected]

©.2009 Philippi-Hagenbuch, Inc

jj @ y