FIELD: building, particularly small modular buildings, especially public transport facilities.
SUBSTANCE: waiting shelter comprises canopy and sectional wall members formed as panels of transparent material and installed on load-bearing support posts. Each load-bearing support post is formed of doubled arch-shaped members, namely of inner and outer ones connected one to another by stiffening ribs spaced equal distances one from another along the full length of load-bearing support posts. Arch-shaped member bases are arranged in common line and are secured to foundation frame. Transversal member is welded to lower part of arch-shaped inner members. Inner arch-shaped member lengths exceed that of outer ones for value equal to distance between two stiffening ribs to form canopy. Radius of inner arch-shaped member is determined as R1=(0.6-0.8)H1, where H1 is shelter height defined by inner arch-shaped member. Radius of outer arch-shaped member may be determined as R2=(0.6-0.8)H2, where H2 - shelter height defined by outer arch-shaped member. Upper ends of inner and outer arch-shaped members are connected one to another by cross-pieces.
EFFECT: increased efficiency of territory use, improved passenger servicing, increased reliability and stability of waiting shelter structure under unfavorable weather conditions, namely under strong wind, snowfalls and so on.
2 cl, 4 dwg
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Authors
Dates
2005-12-20—Published
2004-12-20—Filed