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基于优化时序控制的STC联合摊铺系统施工技术研究

Research on Construction Technology of STC Combined Paving System Based on Optimal Timing Control
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摘要 在公路桥梁工程中,基于钢-STC轻型组合桥面结构施工过程中尚未解决的施工效率低、成本高及机械化程度低等问题,以提高STC桥面施工质量为出发点,对STC桥面施工工艺与质量控制措施进行分析,从重叠时间的控制分配上进行优化,提出了优化时序控制的STC联合摊铺系统施工技术,研究、制定、应用一套STC的浇注、摊铺过程湿养护的施工工艺,实现STC的高效连续铺装,该技术有效降低了STC施工时间、劳动强度及工程造价,颇具工程借鉴价值。 In highway and bridge engineering,based on the unsolved problems of low construction efficiency,high cost and low degree of mechanization in the construction of steel-STC light composite bridge deck structure,the STC bridge deck construction technology and quality control measures are analyzed from the point of improving the construction quality of STC bridge deck,and the control allocation of overlapping time is optimized.The STC joint paving system construction technology with optimized time sequence control is proposed.A set of construction technology of wet curing during STC pouring and paving is applied to realize the efficient and continuous paving of STC.This technology effectively reduces the construction time,labor intensity and project cost of STC,which is of great reference value for the project.
作者 张华 ZHANG Hua(The 3rd Engineering Co.,Ltd.of China Railway 12th Bureau Group,Taiyuan 030024,China)
出处 《价值工程》 2023年第8期143-145,共3页 Value Engineering
关键词 时序控制 优化 STC 联合摊铺 timing control optimization STC joint paving
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  • 1檀军锋.活性粉末混凝土(RPC)在铁路预制梁工程中的应用[J].上海铁道科技,2007(2):54-55. 被引量:15
  • 2黄政宇,沈蒲生,蔡松柏.200MPa超高强钢纤维混凝土试验研究[J].混凝土,1993(3):3-7. 被引量:40
  • 3楼庄鸿.大跨径梁式桥的主要病害[J].公路交通科技,2006,23(4):84-87. 被引量:89
  • 4李智,钱振东.典型钢桥面铺装结构的病害分类分析[J].交通运输工程与信息学报,2006,4(2):110-115. 被引量:58
  • 5谢峻,王国亮,郑晓华.大跨径预应力混凝土箱梁桥长期下挠问题的研究现状[J].公路交通科技,2007,24(1):47-50. 被引量:143
  • 6Huang C, Mangus A R, Copelan C. The Excellent Seismic Per- formance of Steel Orthotropic Bridges [ C ] //Proceeding of the ATC & SEI 2009 conference on Improving the Seismic Performance of Buildings and Other Structures. San Francisco: Applied Technology Council, The Structural Engineering In- stitute (SEI) of the American Society of Civil Engineers, 2010: 389-402.
  • 7Buitelaar P, Braam C R, Kaptinj N. Reinforced High Perfor- mance Concrete Overlay system for Steel Bridges[ C] //Pro- ceeding of the 5th International CROW--Workshop on Fun- damental Modeling of the Design and Performance of Concrete Pavements.Istanbul,Turkey, 2004.
  • 8Murakoshi J, Yanadori N, Ui T, et al. Research on Steel Fiber Reinforced Concrete Pavement on Orthotropic Steel Deck [ C ] //Proceeding of the 2nd International Orthotropic Bridge Con- ference. Sacramento: American Society of Civil Engineers (Sacramento Section) , 2008: 359-371.
  • 9Shao, X.D., Yi, D.T., Huang, Z.Y., Zhao H., Chen, B., and Liu, M.L. The Basic Performance of the Composite Deck System Composed of Orthotropic Steel Deck and Ultra-thin RPC Lay- er [J] . Journal of Bridge Engineering, 2011, 18 (5): 417- 428.
  • 10刘瀚飚.钢桥面沥青混凝土铺装关键技术[A].《第四届国际道路和机场路面技术大会》组委会.第四届国际道路和机场路面技术大会论文集[C].北京:人民交通出版社,2002:114-118.

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