FIELD: building units, particularly reinforced concrete panels.
SUBSTANCE: structure has strapping orifices. Inserted in strapping orifices are reinforcement rods performing strapping and having cross-sections calculated by the following expression where As is rod cross-section, cm2; P is designed force applied to reinforcement rod, kgf; ςul is designed maximum permissible stress in reinforcement rod, kgf/cm2 and δ is designed percent elongation of reinforcement rod, %. Strapping orifices are spaced a distance equal to or exceeding anchoring depth from reinforced concrete structure ends extending perpendicular to reinforcement rods.
EFFECT: reduced metal consumption.
2 cl, 4 dwg
Title | Year | Author | Number |
---|---|---|---|
BUILDING ELEMENT | 2011 |
|
RU2473755C1 |
REINFORCING CAGE | 1991 |
|
RU2015272C1 |
METHOD FOR ANCHORING LOOP-SHAPED SLINGING MEMBER | 1991 |
|
RU2045637C1 |
ANCHOR FOR SECURING OF FITTINGS | 1998 |
|
RU2150555C1 |
METHOD OF MANUFACTURE OF REINFORCED CONCRETE MULTICAVITY ARTICLES | 1996 |
|
RU2101170C1 |
SYSTEM AND METHOD OF MOUNTING LOAD-BEARING OUTER SUPPORTING REINFORCED CONCRETE WALL PANELS | 2017 |
|
RU2642684C1 |
MONOLITHIC REINFORCED CONCRETE PLATE (VERSIONS) AND MANUFACTURING METHOD THEREOF (VERSIONS) | 2007 |
|
RU2369698C1 |
0 |
|
SU1779726A1 | |
REINFORCING CAGE | 2006 |
|
RU2313640C1 |
METHOD OF STRENGTHENING OF SINGLE-BAY REINFORCED CONCRETE BEAMS AND BUILDING AND STRUCTURE BEAMS | 2017 |
|
RU2664085C1 |
Authors
Dates
2004-12-10—Published
2003-03-11—Filed