基于UHPC材料的高性能装配式桥梁结构研发

(1.湖南大学 风工程与桥梁工程湖南省重点实验室,湖南 长沙 410082; 2.湖南大学 土木工程学院,湖南 长沙 410082)

桥梁工程; 装配式结构; 超高性能混凝土; 高性能桥梁结构体系

Research of high performance fabricated bridge structures based on UHPC
SHAO Xudong 1,2, QIU Minghong 1,2

(1. Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha 410082, China;2. College of Civil Engineering, Hunan University, Changsha 410082, China)

bridge engineering; fabricated structure; ultra high performance concrete; high performance bridgestructure

DOI: 10.15986j.1006-7930.2019.02.002

备注

针对现有装配式桥梁结构中共性的技术难题,提升装配式桥梁结构的性能与品质,笔者团队以超高性能混凝土(UHPC)为基础,研发了具有高施工性能、高使用性能和高耐久性能的高性能装配式桥梁结构体系.本文介绍了笔者团队研发的3类高性能装配式桥梁结构:(1)装配式 UHPC 箱梁结构;(2)全预制UHPC “π” 形梁;(3)全预制钢-UHPC 轻型组合 “π” 形梁.通过大量的试验研究和理论分析,掌握了各类装配式UHPC 桥梁结构的基本受力性能,并初步建立了计算理论和设计方法.研究结果表明:(1)等强度承载条件下,装配式UHPC 桥梁结构自重可降为传统结构的40 ~ 50%,以方便运输,实现大构件快速化架设;(2)因 UHPC 中钢筋锚固长度仅需10 倍钢筋直径,现场各梁间结合部可大幅度缩小,可实现现场零焊接,减少现场作业量,并完全规避节点开裂、渗漏的风险;(3)结构抗腐蚀、抗冻、防渗漏性能优良,基本实现结构设计寿命周期内免维护.综合而言,基于UHPC 材料的高性能装配式桥梁结构有望突破现有装配式桥梁中的技术瓶颈,具有广阔的应用前景.

To address at the common technicalproblems existing in fabricated bridges, and to improve the performance and quality of bridge, based on ultra high performance concrete(UHPC)technology, the research group at Hunan a high performance fabricated bridge structure system is developed with excellent performance in workability, serviceability and durability. In this paper, three types of high performance bridge structures were introduced: i.e. fabricated UHPC box girder; fully fabricated UHPC π-shaped girder; and fully fabricated steel-UHPC π-shaped composite girder. Based on a great number of experimental studies and theoretical analysis, the research group revealed the basic mechanical performance of the fabricated UHPC bridge structure, and preliminarily developed the calculation theory and design method for them. Results show that:(1)With the same load-bearing capacity, the self-weight of UHPC fabricated bridge structure can be reduced to 40%~50% compared with conventional fabricated bridge structures, and it's convenient for large bridge component to be transported and hoisted,(2)Since the anchorage length of rebars can be dropped to 10d in UHPC, the field-cast joint between various girders can be obviously reduced. As a result, the welding of rebars and the amount of work in the construction site can be canceled and decreased respectively, while the risk of cracking and leakage in joint could be completely avoided;(3)The UHPC fabricated bridge structures could be maintenance-free in the service life owing to its excellent corrosion, freeze-thaw cycles and leakage resistance. To sum up, since the high performance fabricated UHPC bridge structures have the potential of overcoming technical bottlenecks in conventional fabricated bridges, they should have a promising future.