Brick Pressing Rate Calculations: Difference between revisions
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=The Liberator II - 2018= | =The Liberator II - 2018= | ||
*18 hp engine, DuroMax, 77 lb dry weight | *18 hp engine, DuroMax, 77 lb dry weight | ||
*[[Hydraulic Calculations]] state that HP required to drive a pump is HP = PSIxGPM/1714. Thus - for 2200 PSI - GPM=HPx1714/PSI=18x1714/2200=14.0 gpm. For 16 hp it is 16x1714/2200=12.5 gpm | *[[Hydraulic Calculations]] state that HP required to drive a pump is HP = PSIxGPM/1714. Thus - for 2200 PSI - GPM=HPx1714/PSI=18x1714/2200=14.0 gpm. For 16 hp it is 16x1714/2200=12.5 gpm. Or, if we press at 2400 PSI - we have GPM=18x1714/2400=12.9 GPM | ||
*Take 14 gpm pump - | *Take 14 gpm pump - | ||
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*Rod volume = 17.2 cu in | *Rod volume = 17.2 cu in | ||
*'''Contraction Volume''': Cylinder volume-rod volume = 51.5 cu in | *'''Contraction Volume''': Cylinder volume-rod volume = 51.5 cu in | ||
*Volume | *'''Full Cycle Volume''': (expansion volume + contraction volume) = 120 cu in | ||
==One complete cycle volume== | ==One complete cycle volume== | ||
One cycle volume = | One cycle volume = 395 cu in | ||
1 gallon = 231 cu in | 1 gallon = 231 cu in | ||
1 cycle = 1. | 1 cycle = 1.7 gallons of fluid | ||
Thus - 14 GPM should produce 8.2 full (4") block per minute. 12.9 GPM should produce 7.6 block per minute. | |||
That is quite attractive. | |||
=The Liberator - 2009= | =The Liberator - 2009= |
Revision as of 21:57, 12 January 2019
Introduction
Under the assumption of incompressible flow and fixed hydrauilic cylinder volume, the brick pressing rate of The Liberator can be calculated for a given hydraulic flow rate.
The Liberator II - 2018
- 18 hp engine, DuroMax, 77 lb dry weight
- Hydraulic Calculations state that HP required to drive a pump is HP = PSIxGPM/1714. Thus - for 2200 PSI - GPM=HPx1714/PSI=18x1714/2200=14.0 gpm. For 16 hp it is 16x1714/2200=12.5 gpm. Or, if we press at 2400 PSI - we have GPM=18x1714/2400=12.9 GPM
- Take 14 gpm pump -
Main Cylinder Volume, D= 5 inches, D_rod=2.5 inches
- Expansion Volume: Cylinder volume = 157 cu in (8" stroke)
- Rod volume = 39.3 cu in
- Contraction Volume - Cylinder volume-rod volume = 117.7 cu in
- Full cycle volume - (expansion volume + contraction volume) = 275 cu in
Secondary Cylinder Volume, d=2.5 inches, d_rod=1.25 inches, 14" long
- Expansion Volume: Cylinder volume (expansion volume) = 68.7 cu in
- Rod volume = 17.2 cu in
- Contraction Volume: Cylinder volume-rod volume = 51.5 cu in
- Full Cycle Volume: (expansion volume + contraction volume) = 120 cu in
One complete cycle volume
One cycle volume = 395 cu in
1 gallon = 231 cu in
1 cycle = 1.7 gallons of fluid
Thus - 14 GPM should produce 8.2 full (4") block per minute. 12.9 GPM should produce 7.6 block per minute.
That is quite attractive.
The Liberator - 2009
Let's take 25 gallons per minute for the design flow rate of The Liberator Beta v2.0.
The Liberator uses a 5x8x2 inch cylinder (diameter x length x rod diameter) for pressing, and a 2.5x14x1.125" cylinder for the soil loading drawer.
The effective volumes for both cylinders differ. This is because the cylinder rod takes up some volume - thereby reducing effective volume and force for the contraction part of the stroke. The expansion part of the stroke uses the full cylinder volume.
Main Cylinder Volume, D= 5 inches, D_rod=2 inches
- Cylinder volume (expansion volume) = 157 cu in
- Rod volume = 25 cu in
- Cylinder volume-rod volume (contraction volume) = 132 cu in
- Volume filled for a complete cycle of the cylinder (expansion volume + contraction volume) = 289 cu in
Secondary Cylinder Volume, d=2.5 inches, d_rod=1.125 inches
- Cylinder volume (expansion volume) = 69 cu in
- Rod volume = 14 cu in
- Cylinder volume-rod volume (contraction volume) = 55 cu in
- Volume filled for a complete cycle of the cylinder (expansion volume + contraction volume) = 124 cu in
One complete cycle volume
One cycle volume = 413 cu in
1 gallon = 231 cu in
1 cycle = 1.8 gallons of fluid
Pressing Rate Results
The results above yield 14 brick per minute results.
We need to consider 10% inefficiency in the CEB hydraulic system (-1.4), intermittent operation of the soil grate shaker (-.5), and reduction of the main cylinder speed towards the end of the compression stroke (-1). This slowdown at the end of the compression stroke has been calculated as the condition where the last 1/2" of compression is slowed down by a factor of 4.
With these considerations, we obtain 11 bricks per minute for 4" thick bricks.
Similar calculations and reasoning for 2.5" thick bricks yield an overall results of 13 bricks per minute.