FIELD: civil engineering. SUBSTANCE: method includes installation of internal ring anchors in the article. The anchors are individual for each line of beams of reinforcing bars. Then string of reinforcing beam is secured. The reinforcing bars are winded onto the anchor and reinforcement bar string end is secured. Anchors of upper line are connected to anchors of lower line. EFFECT: high efficiency. 1 dwg
Title | Year | Author | Number |
---|---|---|---|
EXTERIOR WALL PANEL | 1991 |
|
RU2070257C1 |
PRESTRESSED REINFORCED CONCRETE | 1988 |
|
RU2015271C1 |
INTERIOR WALL PANEL | 1991 |
|
RU2071534C1 |
COVERING PANEL | 0 |
|
SU1825857A1 |
ANCHOR FOR REINFORCING MEMBER | 1987 |
|
RU2070263C1 |
FLOOR SLAB | 1991 |
|
RU2071535C1 |
ANCHOR FOR ASSEMBLED REINFORCED CONCRETE PIECES | 1991 |
|
RU2016995C1 |
AIRFIELD-ROAD PAVEMENT SLAB | 0 |
|
SU1813823A1 |
ANCHOR FOR FASTENING TURNS OF FLEXIBLE REINFORCEMENT | 1989 |
|
RU2021447C1 |
ANCHOR FOR PRECAST CONCRETE PRODUCTS | 0 |
|
SU1828892A1 |
Authors
Dates
1996-11-10—Published
1990-01-23—Filed