工程类
桥(图论)
结构工程
跨度(工程)
拱门
桁架
桥台
土木工程
医学
内科学
作者
Jielian Zheng,Hailong Du,Ting-Min Mu,Jiaping Liu,Dayan Qin,Guoxiong Mei,Bing Tu
标识
DOI:10.1080/10168664.2021.1956399
摘要
The main bridge of Pingnan Third Bridge is a half-through concrete-filled steel tubular (CFST) arch bridge with a span of 575 m, and it is the largest-span arch bridge worldwide. Several innovative technologies were proposed and adopted with respect to the design, construction and management of Pingnan Third Bridge, including: (1) integrated design and prefabricated construction technologies based on the independent cantilever unit concept to accelerate the assembly of the steel truss for the main arch; (2) a BeiDou Navigation Satellite System (BDS) based active force control and displacement adjustment technology for the construction tower and a force optimization model for the one-time tensioning of buckled cables; (3) the vacuum-assisted filling technique integrated with an advanced timed expansion and shrinkage compensation technology that generally solved the historically stubborn defect of in-tube concrete de-bonding and voiding in the CFST arch bridge industry; (4) a novel composite bridge foundation of the diaphragm wall encapsulating a grouting-reinforced pebble layer for the northern abutment of the Pingnan Third Bridge; and (5) a new management paradigm integrating informatization and intelligent technology to promote the construction management efficiency of the large-span bridge. These proposed innovative technologies can serve as good references for the construction of similar large bridges in the future.
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