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Project Cyclops, A Design... - Department of Earth and Planetary ...

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APPENDIXF<br />

BASE<br />

STRUCTURES<br />

AZ-EL BASE STRUCTURES<br />

The conventional az-el mount affords maximum sky<br />

coverage, but this coverage is expensive due to increased<br />

structural weight <strong>and</strong> expensive gearing <strong>and</strong>/or track <strong>and</strong><br />

wheel assemblies. Elevation rotation is generally provided<br />

by gear or chain drives <strong>and</strong> generally requires<br />

counterweighting <strong>of</strong> the dish to locate the dish center <strong>of</strong><br />

gravity on the elevation axis. The gearing on the<br />

elevation drive must provide the necessary resistance to<br />

wind torques. If the basic dish weight (including backup<br />

structure) is W, then a weight penalty <strong>of</strong> roughly 0.3W<br />

may be incurred in positioning <strong>of</strong> the center <strong>of</strong> gravity.<br />

Dish attachments to the base structure are either near<br />

the center (king-post design) or near the dish extremity<br />

(Manchester mount). Azimuth positioning <strong>and</strong> dish<br />

support are provided either by a hydrostatic bearing<br />

coupled with a gear drive or wheel <strong>and</strong> track drive, or<br />

solely by wheel <strong>and</strong> track support. Typical support<br />

configurations are shown in Figure F-l.<br />

MODIFIED AZ-EL BASE STRUCTURE<br />

Available cost figures for contemporary designs indicate<br />

that the base structure, which includes all drive<br />

elements, is a significant fraction <strong>of</strong> the cost <strong>of</strong> the<br />

telescope structure. Here we consider a support structure<br />

that lends itself to mass production fabrication. Threepoint<br />

support <strong>of</strong> the dish is provided, <strong>and</strong> the need for<br />

counterweighting <strong>of</strong> the dish is eliminated. The assembly<br />

uses a single piston for elevation control <strong>and</strong> a wheel<br />

<strong>and</strong> track arrangement for azimuth positioning.<br />

The use <strong>of</strong> the piston for elevation control eliminates the<br />

need for rigid support on the backup structure to<br />

support the bull gear segment required on conventional<br />

designs. This rigid support structure <strong>and</strong> the bull gear<br />

segment are comparatively expensive items. A novel<br />

feature <strong>of</strong> the base structure is the use <strong>of</strong> a central<br />

bearing to absorb all side loads; the wheel <strong>and</strong> track<br />

arrangement need only provide vertical support <strong>and</strong><br />

therefore does not require close control <strong>of</strong> the track<br />

radius.<br />

BEARING FOR SUPPORT GEAR DRIVE<br />

FOR AZIMUTH<br />

WHEEL AND TRACK FOR<br />

SUPPORT AND ROTATION<br />

LARGE RADIUS WHEEL AND TRACK<br />

ffOR SUPPORT AND ROTATION<br />

CENTRAL BEARING POST OPTION<br />

Figure F-I. Typical configurations.<br />

Preliminary<br />

Sizing<br />

Figure F-2 shows two views (to scale) <strong>of</strong> the proposed<br />

mount designed for a I00 foot dish with a maximum<br />

zenith angle <strong>of</strong> 65 °. A preliminary calculation has been<br />

made to obtain a weight estimate assuming the dimension<br />

L_ '= 30 ft. With L_ <strong>and</strong> 0 given, the maximum<br />

piston extension p is computed to be 42 ft, which<br />

implies that a piston casing <strong>of</strong> about 45 ft is required.<br />

Since the piston casing sits vertically when the piston is<br />

fully collapsed (dish looking at zenith), the total height<br />

<strong>of</strong> the base structure h must be at least 45 ft. The height<br />

(<strong>and</strong> eventually the weight) depends strongly on the<br />

desired angle 0. Once h is found, the lengths <strong>of</strong> the truss<br />

members can be easily determined by simple geometry.<br />

199

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