Thank you hokie66 for your comments . The floors concrete casting
have been monolithic with columns by installing pull out bars in the forms of columns . The reasons of using slip form ( for contractor)
is the low cost of slip form in the area and the big dimensions of columns (about 80*220...
Hi everybody, I am supervisor of a reinforced concrete tower, the
contractor uses slipform as formwork of all the vertical elements
like shear walls, core walls and columns, it can not pour concrete
more than one floor height in one time casting because of installing
stirrups and other...