16 G. Viselga, J.R. KamińskiNumber <strong>of</strong> positions to corrections80706050403020100both tramlines <strong>of</strong> chassis not levelledone tramline levelled1 2 3 4Succession <strong>of</strong> correctionsFIGURE 2. The effects <strong>of</strong> tramline on the frequency <strong>of</strong> course correctionWhen moving along natural nonlevelledtramlines both tracks needlevelling, because levelling <strong>of</strong> onetramline even increases the number <strong>of</strong>positions to corrections and increases theinter-difference <strong>of</strong> the distance done bythe chassis in the direction <strong>of</strong> the courseduring correction. This results from thefact that when both chassis move alongnon-levelled tramlines their unevennesscompensate one another.When positioning trundle andphotodiodes <strong>of</strong> laser catcher with A = 30mm inter-axial distance were mountedon the same chassis (C = 0), mean coursedeviation <strong>of</strong> this chassis amounted to67.6 mm, and mean square deviation±15.0 mm (Fig. 3). Straight-line coursedeviations <strong>of</strong> the other chassis weredetermined by the unevenness <strong>of</strong> itstramline and other already-mentionedfactors, therefore its mean straight-linecourse deviation was higher (102.2mm), and mean square deviation wasconsiderably higher ±33.9 mm.When photodiodes are mounted in themiddle <strong>of</strong> the spar (C = 6 m) and the leftchassis is positioned by the trundle, meandeviation from the straight-line course <strong>of</strong>the right chassis significantly declines,compared with the first case (75.6 mm)(Fig. 4). Its average straight-line coursedeviation are smaller (25.5 mm). Meansquare deviations <strong>of</strong> straight-line coursedeviations were 4.1 mm bigger for theright chassis.Precision <strong>of</strong> positioning depends onthe speed <strong>of</strong> PGM. When increasing thespeed from 0.08 m/s to 0.24 m/s, thedistance between the left, positioned bya trundle, chassis stops in the positionsincreased by on average 31 mm, and that<strong>of</strong> the right chassis by 20 mm. When thespeed is increased from 0.08 m/s to 0.39m/s, this distance increases by 61 mm and55 mm, respectively. Average positioningsquare deviation <strong>of</strong> the chassis positionedby a trundle is lower and at a speed <strong>of</strong>0.08 m/s it reached on average ±32 mm.An increase in the chassis speed resultsin an increases in mean square deviation.At a speed <strong>of</strong> 0.38 m/s it was ±50 mm.Average square deviations <strong>of</strong> thedistance between positions <strong>of</strong> the right
Precision and energy parameters <strong>of</strong> the positioned gantry module 1718,51817,519,51920,520160 .21 21,5 22140120100806040200Course deviation<strong>of</strong> chassis, mm33,544,55Left chassisRight chassis5,566,57177,516,58168,515,51514,51413,513 12,5121111,51010,59,59Distance coveredby the chassis, mFIGURE 3. Course deviation, when positioning trundle and photodiodes <strong>of</strong> laser catcher were mountedon the left chassis17,51716,51818,519 120 .1008060Course deviation<strong>of</strong> chassis, mm33,544,55Left chassisRight chassis16405,515,52061506,514,57147,513,58138,512,59 Distance covered129,5 by the chassis, m11,511 10,510FIGURE 4. Course deviation, when photodiodes are mounted in the middle <strong>of</strong> the spar and the leftchassis is positioned by the trundle
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