Innovations in Design, Construction, and Management of Pingnan Third Bridge - The Largest-Span Arch Bridge in the World

被引:29
|
作者
Zheng, Jielian [1 ]
Du, Hailong [2 ]
Mu, Tingmin [3 ]
Liu, Jiaping [4 ]
Qin, Dayan [2 ]
Mei, Guoxiong [1 ]
Tu, Bing [1 ]
机构
[1] Guangxi Univ, Coll Civil Engn & Architecture, Nanning, Peoples R China
[2] Guangxi Rd & Bridge Engn Grp Co Ltd, Nanning, Peoples R China
[3] Sichuan Highway Planning Survey Design & Res Inst, Chengdu, Peoples R China
[4] Southeast Univ, Coll Mat Sci & Engn, Jiangsu Key Lab Construct Mat, Nanjing, Peoples R China
基金
中国国家自然科学基金;
关键词
Pingnan Third Bridge; concrete-filled steel tubular (CFST) arch bridge; independent cantilever unit; active force control and displacement adjustment technology; timed expansion and shrinkage compensation technology; diaphragm wall encapsulating grouting-reinforced pebble layer;
D O I
10.1080/10168664.2021.1956399
中图分类号
TU [建筑科学];
学科分类号
0813 ;
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.
引用
收藏
页码:134 / 141
页数:8
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