橋梁床版 (1)

[I-240] A Study on Mechanism of Temporary Joint for Split Construction Work in Width Direction under Replacement of Slab (Part 1. Experiments for Evaluating Structual Performance)

*Minoru Iwai¹, Yusuke Nagai¹, Toshimichi Ichinomiya¹, Hiroyuki Yamanaka¹, Yasushi Yamada¹ (1. Kajima Corporation)

Keywords:Precast slab, Replacement of bridge deck slab, Split construction work in width direction, Joint, Relative displacement, Frictional resistance