Key innovations in the construction of Tian’e Longtan Bridge
Jielian Zheng , Chun Zheng
Advances in Bridge Engineering ›› 2026, Vol. 7 ›› Issue (1) : 34
With a main span of 600 m, the Tian’e Longtan Bridge is a deck-type steel-reinforced concrete (SRC) arch bridge and currently holds the record as the world’s longest-span arch bridge.To tackle the core challenges of such a super-long-span concrete arch bridge, such as large deadweight, high construction risks, and the need to control time-dependent transient stresses throughout the construction process, key innovations were developed. These include reducing the volume of encasing concrete, properly calculating the bearing capacity of arch rib cross-sections, appropriately selecting skeleton stiffness, optimizing the final operational stress of the arch rib and controlling time-dependent transient stresses during construction, and selecting concrete materials with adequate crack resistance.The bridge has since demonstrated excellent performance, characterized by high structural stiffness, outstanding durability, and low full-life-cycle cost. Compared with cable-stayed bridges of the same span, it also offers remarkable economic and environmental advantages. The successful completion of this bridge marks a milestone in the development of concrete arch bridges, advancing their spanning capacity to the 600 m level and providing valuable reference for the design and construction of future super-long-span arch bridges.
Concrete arch bridge / Super-long-span / Key innovations / Stiff skeleton / Encasing concrete / Time-dependent transient stresses
| [1] |
Čandrlić V, Radić J, Gukov I (2004) Research of concrete arch bridges up to 1000 m in span [C]. In: Proceedings of the Fourth International Conference on Arch Bridges 17–19 |
| [2] |
Civil Engineering and Building Structures Standards Committee. BS5400-4 1990: Steel, concrete and composite bridges-part 4: code of practice for design of concrete bridges. British standard, 1990. London, British Standard Institute |
| [3] |
DE-DIN. DIN 1045-3: Concrete, reinforced and prestressed concrete structurespart 3: execution of structures. German standard, 2005. Berlin, Beuth Verlag Berlin |
| [4] |
Japan Society of Civil Engineers. Design and Construction of Long-span Concrete Arch Bridges-600m Class Span [M], 2003. Tokyo, Japan Society of Civil Engineers |
| [5] |
|
| [6] |
Li J (2012) The study on moment magnification factor of reinforced concrete arch bridge [D]: [PhD dissertation of Southwest Jiaotong University] Chengdu: Southwest Jiaotong University (in Chinese) |
| [7] |
Lou ZH (1984) Several problems in the design of long span reinforced concrete arch bridge with less box, thin wall and multi section construction. J Highway Transp Res Dev (4):24–32 (in Chinese) |
| [8] |
Ministry of Housing and Urban-Rural Development. General Administration of Quality Supervision, Inspection, Quarantine of the People’s Republic of China. GB 50010 – 2002: Code for design of concrete structures. Chinese standard, 2002. Beijing, China Architecture & Building |
| [9] |
Ministry of Transport of the People’s Republic of China. JTJ 023–85: Code for highway reinforced concrete and prestressed concrete bridges and culverts. Chinese standard, 1985. Beijing, China Communication |
| [10] |
Ministry of Transport of the People’s Republic of China. JTG 3362 – 2018: Specifications for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and culverts. Chinese standard, 2018. Beijing, China Communication |
| [11] |
National Railway Administration of the People’s Republic of China. Code for design on steel structure of railway bridge [S]. TB 10091 – 2017, 2017. Beijing, China Railway. [In Chinese.]. |
| [12] |
Specifications for design of highway concrete-filled steel tubular arch bridges. JTG/T D65-06-2015 |
| [13] |
|
| [14] |
|
| [15] |
|
The Author(s)
/
| 〈 |
|
〉 |