CEB Press Performance Data Collection: Difference between revisions
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(Created page with "=Compressive Strenght= Compressive Strength Results - [http://opensourceecology.org/ceb-compressive-strength-test-results/] =Block Uniformity= Block uniformity data - measu...") |
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=Compressive | =Compressive Strength= | ||
Compressive Strength Results - [http://opensourceecology.org/ceb-compressive-strength-test-results/] | Compressive Strength Results - data collection from 2010 - [http://opensourceecology.org/ceb-compressive-strength-test-results/] | ||
=Block Uniformity= | =Block Uniformity= | ||
Block uniformity data - measurement of dimensions of bricks produced with CEB Version 6 | Data taken 4/2014 - | ||
Block uniformity data - measurement of dimensions of bricks produced with CEB Version 6. Method: examining height of 4 corners of block to test how uniform each block is in terms of height over the brick corners. | |||
DATA | DATA | ||
1500 psi | 1500 psi | ||
2.96 back left | *2.96 back left | ||
2.90 back right | *2.90 back right | ||
2.86 front right | *2.86 front right | ||
2.82 front lest | *2.82 front lest | ||
1/7th inch | *1/7th inch | ||
Brick 3 | Brick 3 | ||
2300 psi | *2300 psi | ||
Front left - 3.55 | *Front left - 3.55 | ||
Front right - 3.6 | *Front right - 3.6 | ||
Rear left - 3.55 | *Rear left - 3.55 | ||
Rear right - 3.64 | *Rear right - 3.64 | ||
1/9" difference | *1/9" difference | ||
Brick 4 | Brick 4 | ||
Fl - 4.04 | *Fl - 4.04 | ||
Fr - 4.08 | *Fr - 4.08 | ||
RL - 4.11 | *RL - 4.11 | ||
R&R -4.18 | *R&R -4.18 | ||
After 5 shims for 1/9 | After 5 shims for 1/9 | ||
Fl - 3.83 | *Fl - 3.83 | ||
Fr - 3.76 | *Fr - 3.76 | ||
Rl -3.87 | *Rl -3.87 | ||
Rr- 3.77 | *Rr- 3.77 | ||
B6 | B6 | ||
Rl 4.23 | *Rl 4.23 | ||
Rr 4.18 | *Rr 4.18 | ||
Fl 4.19 | *Fl 4.19 | ||
Fr 4.17 | *Fr 4.17 | ||
B7 | B7 | ||
Fl 2.16 | *Fl 2.16 | ||
Fr 2.16 | *Fr 2.16 | ||
Rl 2.22 | *Rl 2.22 | ||
Rr 2.19 | *Rr 2.19 | ||
B8 | B8 | ||
Fl - 3.94 | *Fl - 3.94 | ||
Fr - 3.90 | *Fr - 3.90 | ||
Rl - 3.95 | *Rl - 3.95 | ||
Rr - 3.87 | *Rr - 3.87 | ||
B9 | B9 | ||
Fl 3.60 | *Fl 3.60 | ||
Fl 3.62 | *Fl 3.62 | ||
Rl 3.58 | *Rl 3.58 | ||
Rr 3.65 | *Rr 3.65 | ||
B10 | B10 | ||
Fl 3.77 | *Fl 3.77 | ||
Fr 3.82 | *Fr 3.82 | ||
Rl 3.76 | *Rl 3.76 | ||
Rr 3.81 | *Rr 3.81 | ||
B11 | B11 | ||
Fl 2-5/8 | *Fl 2-5/8 | ||
Fr 2-5/8 | *Fr 2-5/8 | ||
Rl 2-5/8 | *Rl 2-5/8 | ||
Rr 2-11/16 | *Rr 2-11/16 | ||
=Fuel Consumption= | |||
*One tank of gas, 1 gallon - lasts 1 hour on the 27 hp [[Power Cube]], with 300 blocks produced in one hour (6 blocks per minute). | |||
*Fuel cost - 1 cent per block assuming $3/gallon gas. | |||
=Brick Production Cost= | |||
==Mechanized== | |||
*1 cent per block for CEB press, 1 power cube - $3/hour | |||
*2 cents per block for tractor fuel, 2 power cubes - $6/hour | |||
*Labor - $15/hour for tractor operator, $10/hour for brick stacker. | |||
Total - $34 for 300 blocks - 11 cents per block | |||
Total Labor per block - 8 cents per block | |||
Total fuel per block assuming tractor loading - 3 cents per block | |||
==Manual Production Cost== | |||
*Total labor assuming manual digging - would require 8 people at $10/hour - $80/hr | |||
*Total labor - 1 person stacks block on pallets - $10/hr | |||
*$3/hour for fuel to run brick press | |||
Total cost of producing block if using a large work crew without tractor - 31 cents/block | |||
Conclusion: Usage of tractor loader reduces the cost of brick production by a factor of 4 compared to loading the machine manually |
Latest revision as of 06:00, 6 April 2015
Compressive Strength
Compressive Strength Results - data collection from 2010 - [1]
Block Uniformity
Data taken 4/2014 -
Block uniformity data - measurement of dimensions of bricks produced with CEB Version 6. Method: examining height of 4 corners of block to test how uniform each block is in terms of height over the brick corners.
DATA
1500 psi
- 2.96 back left
- 2.90 back right
- 2.86 front right
- 2.82 front lest
- 1/7th inch
Brick 3
- 2300 psi
- Front left - 3.55
- Front right - 3.6
- Rear left - 3.55
- Rear right - 3.64
- 1/9" difference
Brick 4
- Fl - 4.04
- Fr - 4.08
- RL - 4.11
- R&R -4.18
After 5 shims for 1/9
- Fl - 3.83
- Fr - 3.76
- Rl -3.87
- Rr- 3.77
B6
- Rl 4.23
- Rr 4.18
- Fl 4.19
- Fr 4.17
B7
- Fl 2.16
- Fr 2.16
- Rl 2.22
- Rr 2.19
B8
- Fl - 3.94
- Fr - 3.90
- Rl - 3.95
- Rr - 3.87
B9
- Fl 3.60
- Fl 3.62
- Rl 3.58
- Rr 3.65
B10
- Fl 3.77
- Fr 3.82
- Rl 3.76
- Rr 3.81
B11
- Fl 2-5/8
- Fr 2-5/8
- Rl 2-5/8
- Rr 2-11/16
Fuel Consumption
- One tank of gas, 1 gallon - lasts 1 hour on the 27 hp Power Cube, with 300 blocks produced in one hour (6 blocks per minute).
- Fuel cost - 1 cent per block assuming $3/gallon gas.
Brick Production Cost
Mechanized
- 1 cent per block for CEB press, 1 power cube - $3/hour
- 2 cents per block for tractor fuel, 2 power cubes - $6/hour
- Labor - $15/hour for tractor operator, $10/hour for brick stacker.
Total - $34 for 300 blocks - 11 cents per block
Total Labor per block - 8 cents per block
Total fuel per block assuming tractor loading - 3 cents per block
Manual Production Cost
- Total labor assuming manual digging - would require 8 people at $10/hour - $80/hr
- Total labor - 1 person stacks block on pallets - $10/hr
- $3/hour for fuel to run brick press
Total cost of producing block if using a large work crew without tractor - 31 cents/block
Conclusion: Usage of tractor loader reduces the cost of brick production by a factor of 4 compared to loading the machine manually