FIELD: civil engineering. SUBSTANCE: skeleton is made of bearing through arches, belts of which are connected rigidly in the form of radially-oriented plates in span and on the ends. According to the main option of the circular configuration the arch is subdivided into sections with ends turned by Δϕ =(Ki/n)·π, in special cases by 0.25 K π and p/4,, where Ki is variation coefficient to link arc length and curvature radius of arch sections; n is number of sections in the arch; skeleton links are combined cross-rod and disk, distance between members of rigid link of arch belts is specified by angular interval that in the main option is equal to π/36.. Building or construction may be formed with angular convergence of arches to form wedge-type spatial sections of the building, as well as with reciprocal shift of the sections of different supports, with variable number of spans, to form open and closed contours. EFFECT: plenty of space. 24 cl, 25 dwg
Title | Year | Author | Number |
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BUILDING AND A FRAMEWORK FOR COVERING THE BUILDING | 1993 |
|
RU2046909C1 |
BUILDING | 1993 |
|
RU2085683C1 |
SKELETON OF ARCH BUILDING | 0 |
|
SU1752894A1 |
DISMOUNTABLE PREFABRICATED METAL FRAMEWORK | 0 |
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SU1647098A1 |
BUILDING, STRUCTURE (VERSIONS) | 2016 |
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RU2611782C1 |
BUILDING OF CONSTRUCTION | 1993 |
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TRANSPORT STRUCTURE | 2016 |
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METHOD TO ASSEMBLE CARCASS OF STEEL TENT STRUCTURE | 2013 |
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RU2542060C1 |
ARCH AND CABLE ROOF | 2007 |
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RU2347043C1 |
BUILDING, STRUCTURE | 1992 |
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RU2020211C1 |
Authors
Dates
1995-11-10—Published
1993-02-25—Filed