FIELD: building, particularly for concrete structures reinforcing.
SUBSTANCE: structure includes trussed tie bar and additional compressed member. Structure is provided with telescopic post having spring. Post is arranged between trussed tie bar and compressed member formed of channel bar. Compressed member is located in level with lower belt of beam to be reinforced and encloses it. Trussed tie bar ends are connected to compressed member, which in turn is secured to beam to be reinforced by compressed member ends through collars.
EFFECT: increased load-bearing capacity, reliability and service life of reinforced concrete floor beams and longitudinal ribs of ribbed slabs, possibility of full residue bearing capacity usage of structure.
3 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| REINFORCEMENT STRUCTURE FOR FERROCONCRETE GIRDERS | 0 |
|
SU922257A1 |
| REINFORCED CONCRETE BEAM REINFORCEMENT METHOD | 2004 |
|
RU2270903C1 |
| DEVICE FOR BEAM REINFORCEMENT | 0 |
|
SU1747650A1 |
| DEVICE TO REINFORCE BEAM STRUCTURES | 2013 |
|
RU2525089C1 |
| RIBBED PLATE REINFORCEMENT DEVICE | 2006 |
|
RU2321709C2 |
| PROCESS OF STRENGTHENING OF REINFORCED CONCRETE BEAM WITH STRUT FRAME | 2002 |
|
RU2208105C1 |
| DEVICE TO STRENGTHEN VAULTED FLOOR OF A BUILDING UNDER RECONSTRUCTION | 1991 |
|
RU2036290C1 |
| DEVICE FOR REINFORCEMENT OF REINFORCED CONCRETE BEAMS | 2007 |
|
RU2359094C1 |
| ARRANGEMENT FOR REINFORCING OPERATED REINFORCED CONCRETE BEAM | 0 |
|
SU1434062A1 |
| METHOD OF SPRENGEL REINFORCEMENT OF SPAN STRUCTURE | 2023 |
|
RU2804484C1 |
