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SIGMA Fahrradparker, Bicycle Stand, Support pour bicyclette - Orion ...

SIGMA Fahrradparker, Bicycle Stand, Support pour bicyclette - Orion ...

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Common Denominator<br />

All ORION shelter systems with barrel arched or folded gable roofing exhibit the<br />

following features:<br />

Modular dimensions<br />

940 mm (half section 470 mm)<br />

Axis dimensions<br />

from 1.00 m to 2.50 m, in increments of 0.25 m<br />

Compatibility<br />

The system permits the unlimited combination of differing axes as well as also providing<br />

styling freedom in the combination of "barrel arched" and "folded gable"<br />

roof shapes within the same structure.<br />

Space usage/requirements Optimisation approach made possible through a wide variety of combinations<br />

available based on standard axes and roof depths. Particularly advantageous for<br />

the conceptualisation of sheltered bicycle parking areas.<br />

Roofing materials<br />

•<strong>Stand</strong>ard: glass clear, weather resistant acrylic glass<br />

•Options: •• double-sided UV-stabilised polycarbonate, glass clear (surcharge)<br />

•• tinted acrylic glass/polycarbonate (surcharge)<br />

Roof construction<br />

no-screw panel system which compensates for thermal dimension changes<br />

(heat/cold) for acrylic glass or polycarbonate<br />

Clearance height<br />

2.10 - 2.30 m, compensation for surface slope of up to 10 cm can be accommodated<br />

without problem. However, this does require that we receive binding information<br />

about the building site in order to provide a proper quote. If such information<br />

is not provided, we assume for the calculation and construction, that the building<br />

site is on level ground!<br />

<strong>Support</strong> structure materials Steel, hot galvanised according to DIN EN ISO 1461<br />

Drainage<br />

accommodated by steel roof supports; water exits above ground via spouts or<br />

optionally underground into a sewage/drainage system (surcharge)<br />

Foundation<br />

•<strong>Stand</strong>ard: vertical studs set in a fixed foundation with frost-free base; in the event<br />

of an order, foundation plan will be provided.<br />

•Optional: base plates on vertical studs for bolt mounting (surcharge). Foundation<br />

work or bearing plates must then be supplied at the construction site.<br />

Colour coating<br />

In RAL colour tone of client's choice (metallic, pearl, flake and one-coat luminous<br />

colour tones with surcharge), coating thickness 80-120 my, coating layer structure:<br />

Parkerizing layer, water based special primer, powder coating with UV-stabilised polyester<br />

powder baked in at ª 240 °C, an environmentally friendly surface treatment.<br />

Rear and side panel glass<br />

tempered safety glass;<br />

• standard: clear<br />

• optional: •• tinted (surcharge)<br />

•• visible stripes, ceramic print deco or logo (surcharge)<br />

Fastened between supports with slip-proof glass brackets.<br />

<strong>Stand</strong>ard snow load<br />

at least 0.75 kN/m 2 . Location specific conditions may make higher snow load<br />

ratings and other requirements necessary. With appropriate construction measures<br />

and static reinforcement, such requirements can generally be met, up to a snow<br />

load of 3.50 kN/m 2 . Various shelter types already fulfil higher requirements for<br />

snow loading than stated here for the standard snow load. You will find this information<br />

in the given order table where designated by the "snowman" symbol. Up to<br />

the standard snow loads so indicated, there is no additional charge for the shelter.<br />

However, we do need to know what snow load factor you require in order to provide<br />

you with correct dimensions for the foundation!<br />

Since roof loading is proportional to the area covered by the roof, proof of higher<br />

snow loading capability requires less adaptive overhead for smaller support-structure<br />

axis dimensions. Surcharges can therefore only be calculated when the specific<br />

situation is known.<br />

Arrangement of supports is determined at the factory according to the degree of<br />

static loading and aspects of symmetry.<br />

Calculating basis<br />

DIN 1055 (loading capacity for structures) and DIN 18800 (steel structures) for<br />

construction<br />

73

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