New RCFST Composite Truss Bridge Structural Types and Green Construction

被引:0
|
作者
Liu B. [1 ]
Liu Y.-J. [2 ,3 ]
Jiang L. [2 ]
Pu B.-C. [1 ]
Ma G.-G. [1 ]
Sun M.-H. [1 ]
机构
[1] CSCEC AECOM Consultants Co. Ltd., Gansu, Lanzhou
[2] School of Highway, Chang'an University, Shaanxi, Xi'an
[3] Civil Engineering School, Chongqing University, Chongqing
关键词
bridge engineering; CFST composite beam bridge; green construction; industrialization; review;
D O I
10.19721/j.cnki.1001-7372.2023.09.002
中图分类号
学科分类号
摘要
With the implementation of the "dual carbon" strategy by the country and the arrival of the era of industrial construction, bridges as lifeline node projects are being developed toward assembly and industrialization. As a high-performance composite structure bridge type, the concrete-filled steel tubular (CFST) composite truss bridge has bearing capacity, disaster resistance, and assembly advantages. Integrating the concepts of "industrial construction" and "green building materials" effectively achieves the green construction of CFST truss bridges. Therefore, regarding high transmission systems, high-bearing-capacity structural constructions, and high-bearing-capacity joints, a rectangular concrete-filled steel tubular (RCFST) composite beam bridge is a high-performance bridge structure. Further, considering high resilience and economy, the advantages of the RCFST composite truss bridge are discussed, and the seismic performance and economy of a conventional concrete beam bridge are compared. Subsequently, the concept of the industrialized construction of RCFST composite truss bridges was elaborated from the perspective of fully prefabricated assembly units and on-site rapid assembly of prefabricated parts, and structural measures suitable for rapid assembly were proposed. Applying alkali-activated UHPC concrete, which has the advantages of green and high strength, to CFST composite beam bridges was conceived and envisaged. Finally, typical engineering practices confirmed that CFST composite truss bridges are lightweight and high-strength, have clear force transmission, and exhibit efficient assembly and construction performance. © 2023 Xi'an Highway University. All rights reserved.
引用
收藏
页码:20 / 33
页数:13
相关论文
共 71 条
  • [61] ZHANG Wen-hua, LIU Peng-yu, LU Yu-jing, Dynamic mechanical property of UHPCs: A review [J], Materials Reports, 33, 19, pp. 3257-3271, (2019)
  • [62] YANG J, CHEN B, SU J, Et al., Effects of fibers on the mechanical properties of UHPC: A review [j], Journal of Traffic and Transportation Engineering (English Edition), 9, 3, pp. 363-387, (2022)
  • [63] ZHOU Kai-kai, Study on the ultra-high performance concrete filled square steel tube short columns under axial loading, (2018)
  • [64] SHEN Pei-liang, Investigation on design of expansive UHPC' filled steel tube and its mechanical behavior of short column [D], (2018)
  • [65] YANG Ying-xin, Experimental study on the axial compressive behavior of ultra-high performance concrete filled steel tube short columns, (2019)
  • [66] YAN Yan-xiang, XU Li-hua, CAI Heng, Et al., Calculation methods of axial bearing capacity of short square UHPC filled high strength steel tubular columns [J], Journal of Building Structures, 40, 12, pp. 128-137, (2019)
  • [67] YANGJian, CHEN Bao-chun, SU Jia-zhan, Effect of steel fiber on elastic modulus of ultra-high performance concrete [J], Journal of the Chinese Ceramic Society, 48, 5, pp. 652-658, (2020)
  • [68] Research on processes and properties of alkali-activated cement based ultra-high performance concrete [D], (2017)
  • [69] PU B C, LIU B, LI L, Et al., Influence of polypropylene fibre factor on flowability and mechanical properties of self-compacting geopolymer [J], Materials, 14, 17, (2021)
  • [70] GARCIA-LODEIRO I, PALOMO A, FERNANDEZ-JIMENEZ A, Et al., Compatibility studies between N-A-S-H and C-A-S-H gels. Study in the ternary diagram Na20-CaO-Al203-Si02-H20, Cement and Concrete Research, 41, 9, pp. 923-931, (2011)