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NOVÁČEK, J. ZICH, M.
Original Title
Technology of additional shear reinforcement for strengthening foundation slabs and its long-term monitoring
Type
conference paper
Language
English
Original Abstract
The paper is focused on strengthening concrete and prestressed concrete slabs in punching shear by additional installed steel shear reinforcement. The technology enables strengthening structures which are accessible only from one side such as foundation slabs. Attention is paid to the development of technol-ogy that minimizes the resulting constraints on the surrounding area and is sufficiently effective. Me-chanical expanded anchors are used for anchoring on the inaccessible side. Significant contribution of mechanical anchoring is demonstrated in the tests results which make possible more efficient design of additional punching reinforcement. The technology was tested on several functional samples at a con-struction site. Long-term behaviour of reinforcement has been monitored and results obtained within one and half year are presented in the paper.
Keywords
concrete, punching, strengthening, foundations
Authors
NOVÁČEK, J.; ZICH, M.
Released
29. 8. 2018
ISBN
978-80-01-06401-6
Book
Proceedings of The 12th fib International PhD Symposium in Civil Engineering
Pages from
895
Pages to
900
Pages count
6
BibTex
@inproceedings{BUT149484, author="Jan {Nováček} and Miloš {Zich}", title="Technology of additional shear reinforcement for strengthening foundation slabs and its long-term monitoring", booktitle="Proceedings of The 12th fib International PhD Symposium in Civil Engineering", year="2018", pages="895--900", isbn="978-80-01-06401-6" }