FIELD: civil engineering. SUBSTANCE: insertion part comprises metal plate and a bundle of reinforcing members connected to the plate by overlapping weld joint. All reinforcing members in the bundle are bent at various angles with minimum angle of bending exceeding 10 maximum one within 80 Arithmetic mean for bending angle of the whole bundle is equal to design angle. Cross link made of reinforcement of a diameter exceeding reinforcement one in the bundle by a factor of 2 3 is an option of the insertion part. EFFECT: structure of high strength. 2 cl, 3 dwg
Title | Year | Author | Number |
---|---|---|---|
EMBEDDED FITTING | 1992 |
|
RU2018594C1 |
REINFORCING CAGE OF REINFORCED CONCRETE FLOOR SLABS | 1993 |
|
RU2033506C1 |
ERECTION LOOP | 1997 |
|
RU2117741C1 |
METHOD OF TENSIONING FITTING WITH ANCHOR | 1992 |
|
RU2037041C1 |
REINFORCING CAGE OF CANTILEVERS OF REINFORCED CONCRETE COLUMNS | 0 |
|
SU1747630A1 |
0 |
|
SU1783091A1 | |
REINFORCEMENT FRAMEWORK OF FERROCONCRETE COLUMN CANTILEVERS | 0 |
|
SU1004568A1 |
REINFORCED CONCRETE RAFTER | 1995 |
|
RU2083778C1 |
REENFORCING CAGE FOR INDIRECT REINFORCEMENT | 0 |
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SU1787190A3 |
PROCESS TESTING CARRYING CAPACITY OF EMBEDDED FITTINGS | 1998 |
|
RU2147736C1 |
Authors
Dates
1995-07-25—Published
1993-06-24—Filed