Impact Resistance
Careful consideration of loading conditions must be considered in conveyor belt selection. If there is a history of belt design and failure, this may be more significant than any guides, tables or calculations.Improvements in load design and/or conveyor equipment may be required if belting is prematurely failing from material impact. Indications of an impact problem include:
- Breaks in belt parallel to belt angle
- Star breaks to top cover
- Gouges in top cover
- Failure of mechanical lacing from physical abuse
To calculate number of plies required, first determine the lump
weight factor (Table E1), including calculated variables, and then determine
minimum plies to withstand impact from Tables E2 or E3.
Table E1
-- Lump Weight Factor in Pounds
Density |
Lump Size -- Inches |
lbs
ft3 |
2
|
3
|
4
|
5
|
6
|
7
|
8
|
9
|
10
|
12
|
14
|
16
|
18
|
50 |
0.4 |
1.3 |
3.0 |
5.8 |
10 |
14 |
21 |
30 |
40 |
70 |
100 |
148 |
211 |
75 |
0.6 |
1.9 |
4.5 |
8.6 |
15 |
21 |
31 |
44 |
61 |
105 |
149 |
222 |
316 |
100 |
0.7 |
2.6 |
5.9 |
12 |
20 |
28 |
41 |
59 |
81 |
140 |
199 |
296 |
421 |
125 |
0.9 |
3.2 |
7.4 |
14 |
25 |
35 |
52 |
74 |
101 |
175 |
248 |
371 |
527 |
150 |
1.1 |
3.8 |
9 |
17 |
30 |
42 |
62 |
89 |
121 |
210 |
298 |
444 |
632 |
175 |
1.3 |
4.5 |
10.4 |
20.2 |
35 |
49 |
73 |
104 |
142 |
245 |
348 |
518 |
737 |
|
Density may be determined from Table E4.
Table E1 may be used to determine lump weight factor that must be adjusted as
follows:
- If free fall is different than 4 feet, divide Lump Weight Factor by 4 and multiply by free fall of material in feet.
- If material momentum includes a chute preceeding free fall, add to
the above the value determined by multiplying the distance of drop in chute area times the
size of the chute angle squared.
[Additional factor = h (sine Angle in degrees)2]
- If large lumps exceed 10% of material, add one more ply to minimum
table rating (E2).
- If impact idlers are not used, multiply the lump factor by 2 for
belts 4-ply and less, by 1.25 for 5-ply belts, and 1.15 for 6-ply and over belts.
For multiple-ply belts, use calculated lump factor to determine
minimum number of plies to resist impact from Table E2. For reduced-ply belts,
use Table E3.
Table E2
Maximum Impact Rating Multiple-Ply Belts
MP Fabric Identification |
Number of Plies |
35 |
43 |
50 |
60 & 70 |
90 240 |
3 |
8 |
16 |
20 |
38 |
48 |
4 |
16 |
28 |
38 |
62 |
80 |
5 |
40 |
60 |
75 |
175 |
320 |
6 |
120 |
160 |
210 |
475 |
700 |
7 |
240 |
320 |
410 |
775 |
1060 |
8 |
- |
520 |
660 |
1050 |
1440 |
|
Table E3
Maximum Impact Rating Reduced-Ply Belts
Number of Plies |
75 |
105 |
125 |
150 |
2 |
10 |
20 |
45 |
110 |
3 |
60 |
105 |
200 |
290 |
4 |
150 |
280 |
430 |
600 |
5 |
300 |
500 |
800 |
1000 |
|
- NOTE: Individual belting manufacturers should be consulted for recommendations on proper
reduced-ply belting impacted resistance
Table E4
Weights of Material (Density)
|
lbs per ft3 |
Angle Repose |
Alumina
Ammonium Nitrate
Asbestos Ore
Asbestos, Shred
Ashes, Dry
Ashes, Wet
Asphaltum
Batch Glass
Bauxite, Run of Mine
Borax
Brickwork (solid)
Bagasse
Caliche
Carbon Black, Powder
Carbon Black, Pellets
Cement, Portland
Cement, Clinker
Cinders
Clay, Dry in Lump, Loose
Coal, Anthracite, Egg
Coal, Anthracite, Nut and Stove
Coal, Anthracite, Run of Mine
Coal, Anthracite, Pea
Coal, Anthracite, Buckwheat
Coal, Bituminous, Sized
Coal, Bituminous, Run of Mine
Coal, Bituminous, Slack, Dry
Coal, Bituminous, Slack, Wet
Coke, Sized
Coke, Mixed
Coke, breeze
Coke, Petroleum
Concrete
Cinder w/Portland Cement
Sand & Gravel, Portland Cement
Mix Wet
Copper Ore
Copperas
Cryolite
Cullet
Dolomite, Crushed
Earth, Common Loam, Moist
Earth, Mud, Fluid
Feldspar, 1/8"
Flue Dust, Blast Furnace
Fluorspar
Glass Batch
Gneiss
Grains
Barley (48 lb/bu)
Corn, Shelled (56 lb/bu)
Flour, Wheat (190 lb/bbl)
Oats (32/lbbu)
Rye (56 lb/bu)
Wheat (60 lb/bu)
Granite
Gravel, Dry, Screened
Gravel, Run of Bank
Greenstone, Broken
Gypsum, Irregular Lumps
Hemetite, Ore (Nelsonite)
Illmenite, Concentrate
Iron, Ore
Iron, Ore, Crushed
Lignite, Air-Dried
Lime, Ground
Lime, Pebble
Limestone, Broken
Limestone, Coarse, Sized
Limestone, Dust
Marble
Metals
Aluminum
Brass, Cast
Copper, Cast
Cast Iron
Wrought Iron
Steel
Lead
Zinc
Mill Scale
Molybdenum Ore
Nickel Ore
Paper Pulp (Wet)
Phosphate, Rock
Phosphate, Pebble
Potash Ore, 6"
Potash Ore, 14 Mesh
Quartz, Broken
Salt, Rock, Crushed, 3/8"
Salt, Granulated
Sand, Dry
Sand, Damp
Sand, Foundry
Sandstone, Quarried and Piled
Shale, Crushed
Sinter
Slag, Furnace, Crushed
Slag, Granulated
Slate, Crushed, ½"
Soybeans
Sugar, Raw
Sugar, Refined
Sulphur, Ore
Sulphur, Lumpy
Sulphur, Powdered
Taconite Pellets
Titanium Dioxide, Dry, Fine
Traprock, Crushed
Wood and Wood Products
Hardwood (solid)
Softwood (solid)
Woodchips, Hard
Woodchips, Soft
Woodchips, Cooked
Bark
Bog Fuel, 40% Moisture
Woodflour
Sawdust
Zinc Ore, Crushed
|
50-65
45
80
20-25
35-40
45-50
80-85
90-100
80-90
45-55
115
7-10
100
4-6
25
94
80-95
40-45
60-70
60
60
60
60
60
50
50
40-45
55
25-30
23-32
25-34
35-40
115
115
150
115-125
120-150
50
62
80-120
90-100
73
110
65-70
110-125
80
90-100
96
38
45
35-45
26
44
48
90-100
90-100
90-100
107
70-80
140-160
150-155
120-200
150
45-50
60
50-55
90-100
95-100
75-85
95-105
165
512
542
446
485
490
710
438
125-150
100
100
60-62
75-85
85
75-85
68-75
95-100
80
70-80
90-110
110-130
90
82
90
110-135
80
60-65
80-90
46
55-65
50-55
87
75-85
50-55
115-130
50-55
105-110
35-75
25-40
18-30
16-25
35
10-20
16-22
16-36
13
160
|
22º
40º
50º
31º
39º
30º
35º
35º
27º
27º
27º
30º
35º
35º
40º
40º
45º
30º
45º
40º
35º
38º
23º
21º
21º
23º
28º
38º
38º
30º
35º
35º
43º
30º
35º
35º
30º
25º
25º
36º
25º
25º
45º
39º
39º
25º
25º
28º
35º
22º
22º
45º
36º
38º
|
|