FIELD: construction. SUBSTANCE: columns are positioned at angle of 45 deg to frame axes. Floor slabs and balcony slabs have chamfers at corners located at angle of 45 deg. to axes of their diagonal open channels. Prestressed reinforcement is located in channels of floor slabs and balcony slabs and passed through holes of columns and embedded with concrete. EFFECT: higher efficiency. 4 dwg
Title | Year | Author | Number |
---|---|---|---|
SECTIONAL PRESTRESSED CONCRETE SKELETON OF A BUILDING OR CONSTRUCTION | 1992 |
|
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GIRDERLESS FRAME OF PRECAST MONOLITHIC REINFORCED CONCRETE (VERSIONS) | 2015 |
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METHOD OF CONSTRUCTING FRAMEWORK WITHOUT LONGITUDINAL GIRDER | 2006 |
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STRUCTURAL SYSTEM OF MULTISTORY BUILDING AND PROCESS OF ITS ERECTION ( VARIANTS ) | 2000 |
|
RU2197578C2 |
PREFABRICATED FRAMED PANEL BUILDING | 0 |
|
SU1701847A1 |
FERROCONCRETE SKELETON OF BUILDING OR STRUCTURE | 0 |
|
SU1544901A1 |
SECTIONAL PRESTRESSED CARCASS OF MULTISTORY EARTHQUAKE-PROOF BUILDING OR STRUCTURE | 0 |
|
SU1799973A1 |
COMPOSITE FORM OF MULTISTORY BUILDING AND METHOD OF ERECTION THEREOF | 2007 |
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CROSSBAR-FREE SKELETON OF BUILDING OR STRUCTURE | 0 |
|
SU1157186A1 |
Authors
Dates
1995-05-20—Published
1990-12-21—Filed