
Research on Construction Control of Semi Hybrid Steel-concrete Comoposite Cable-stayed Bridge
Author(s) -
Tiedong Qi,
Qingchen Yuan,
Lei Ma,
Dianyuan Liu,
Xiaolei Wang
Publication year - 2020
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/510/5/052096
Subject(s) - bridge (graph theory) , structural engineering , girder , engineering , span (engineering) , civil engineering , beam (structure) , frame (networking) , mechanical engineering , medicine
Hong-shui river especially big bridge is a kind of semi hybrid steel-concrete comoposite cable-stayed bridge. The erection of Guizhou side span adopt the incremental launching construction method, which was composite beam; The erection of midspan adopt cable-stayed buckled method, which was composite beam; The erection of Guangxi side span adopt support frame casting in situ construction method, which was concrete π type girder. The paper focus on the characteristics of the asymmetrical structure forma and asymmetric construction method of Hong-shui river especially big bridge, discussing the key contents of construction monitoring, which can offer reference and consulting for related engineering.