To provide a steel-made form assembly method capable being improved by the conventional earthquake resistant reinforcing work.
The steel-made form assembly method is so constituted that an anchor bar is embedded on a frame body side of a joint section between a steel framed brace and a skeleton beam column by the earth resistant reinforcing work of a reinforced concrete structure to assemble a form connected with a shrinkage-compensating mortar and that a grout is injected into the form by a press-in method, and in the assembly method, when wall changing reinforced or wall thickness increasing reinforced work and new wall revised work are carried out, the upper part of the form is in a clear state to use a clear plate for a new/extension wall reinforcing form characterized to enable an injecting condition of the shrinkage-compensating mortar and the confirmation of quality to make an eye view from the outside.
JP2024019064 | Structure sheet |
JP2001020532 | METHOD FOR MODIFYING AND REINFORCING CONCRETE |
HIRATA MASAYUKI
ADACHI HIROBUMI
TATENO MAKOTO
YOKOHAMA CITY