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基坑工程PC-CFST内支撑及其设计方法 被引量:1

PC-CFST Inner-bracing and Its Design Method for Braced Excavations
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摘要 结合明挖地铁车站基坑工程特点,提出了由3根圆钢管混凝土柱组成的装配式组合钢管混凝土内支撑(简称PC-CFST),并阐明了其优点及适用范围;针对PC-CFST内支撑结构和受力特点,归纳了其承载能力、螺栓受力、预埋件受力、挠度等设计验算方法;以某城市轨道交通车站标准段基坑工程为背景,设想将原设计方案中的第1道钢筋混凝土支撑换为PC-CFST支撑,结合理正深基坑计算软件对基坑变形及内支撑受力进行验算,并通过造价分析,对比了本文设计方案与原设计方案的经济性。研究结果表明:PC-CFST内支撑结构简单,设计合理,可拆装复用,节省工期,造价低,具有推广应用前景。 In this paper,combining with the characteristics of deep excavation engineering for open-cut subway station projects,the Prefabricated Composite Concrete-Filled Steel Tube( PC-CFST) composed of three concrete-filled steel tubular columns was developed and its advantages and scope of application were expounded. In the light of the structural and mechanical characteristics of PC-CFST,its design and checking methods for bearing capacity,bolts strength,embedded element strength and deflection were established. On the basis of the design information of a subway station,it was assumed that the first raw of reinforced concrete inner-bracings in the original design scheme were replaced by PC-CFST inner-bracing in the braced excavation,and its deformations and internal forces were calculated by Lizheng software. At the same time,the economical efficiency of the assumed scheme was compared with that of the original design scheme by engineering cost analysis. The results show that PC-CFST inner-bracing is of simple structure,reasonable design,removable and reusable,shorter construction period,and less cost,so it may have a good application prospect in the future.
出处 《施工技术》 CAS 2018年第S1期182-188,共7页 Construction Technology
基金 国家自然科学基金重点项目(51538001) 北京市自然科学基金资助项目(8161001) 北京市朝阳区协同创新项目(XC1402)
关键词 内撑式 深基坑支护 装配式组合钢管混凝土 内支撑 设计方法 经济分析 braced deep excavation PC-CFST inner-bracing design method economical efficiency
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  • 1谭玉博,刘华新.欧拉公式在结构构造配筋设计中的应用[J].辽宁工程技术大学学报(自然科学版),2005,24(z2):76-78. 被引量:2
  • 2杜闯,戎贤,乔金丽,王清洲.钢管混凝土柱抗震性能比较[J].土木工程学报,2012,45(S1):107-111. 被引量:10
  • 3詹集明.预制装配式基坑支护体系[J].福建建筑,1996(1):45-47. 被引量:2
  • 4刘启峰.广州地铁一号线工程结构及防水设计总结[M].铁二院、广州地铁总公司,1998..
  • 5Terzaghi K. Theoretical soil mechanies [M]. New York: John Wiley & Sons, 1943.
  • 6Hsieh P G, Ou C Y. Shape of ground surface settlement profiles caused by excavation [J]. Canadian Geoteclmical Journal, 1998, 35(6): 1004-1017.
  • 7Ou C Y, Liao J T, Lin H D. Performance of diaphragm wall constructed using top-down method[J]. Journal of Geotechnical & Geoenvironmental Engineering, 1998, 124(9): 798-808.
  • 8Liu G B, Ng C W W, Wang Z W. Observed performance of a deep multistrutted excavation in Shanghai soft clays[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2005, 131(8): 1004-1013.
  • 9Xu Z H, Wang W D, Wang J H, et al. Performance of deep excavated retaining wall in Shanghai soft deposit[J]. Lowland Technology International, 2005, 7(2) : 31-43.
  • 10Wang Z W, Ng C W W, Liu G B. Characteristics of wall deflections and ground surface settlements in Shanghai[J]. Canadian Geotechnical Journal, 2005, 42(5) : 1243-1254.

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