Paper Titles

Study on Distributed Properties of Welding Residual Stress in Bridge Nodes
p.1166

Study on Cable Force Optimization for Extradosed Cable-Stayed Bridge under the Rational Completion Stage
p.1170

The Analysis of Stayed Cable Wind-Induced Vibration Morphology and Damping Measures
p.1174

Analysis and Evaluation on Safety of Old Stone Arch Bridge Based on Current Specification
p.1178

Development of Techniques for the Construction of PC Composite Box-Girder Bridge with Corrugated Steel Webs
p.1182

Modeling and Dynamic Characteristics Analysis of the Qiantangjiang Rail-Cum-Road Bridge
p.1187

Study on the Static and Dynamic Load Test of Nicky Bridge
p.1194

The Experimental and Theoretical Research on Creep Effect of Large Prestressed Concrete Box Girder
p.1199

Simulation Analysis of Simply-Supported T Beam Bridge with Continuous Slab-Deck Structure Based on ANSYS
p.1204

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Development of Techniques for the Construction of...

Development of Techniques for the Construction of PC Composite Box-Girder Bridge with Corrugated Steel Webs

Article Preview

Abstract:

This paper presents a survey of construction techniques for pre-stressed concrete (PC) box-girder bridge with corrugated steel webs in recent decades. The structural forms of the bridge have experienced simply supported beam bridge, continuous girder bridge, cable-stayed bridge and the continuous rigid frame bridge. Meanwhile, the construction technologies were constantly innovated, including cast-in-situ, precast and the combination of them. The processing and installation technologies of corrugated steel webs and several typical construction techniques for PC box-girder with corrugated steel webs were elaborated, such as full framing construction, cantilever construction, span-by-span construction, incremental launching construction and some other various innovative ways. The valuable experiences in a variety of construction methods were summed up. The results show that some innovative construction ways should be developed by fully utilizing the corrugated steel webs as a guide beam or a work platform to improve the efficiency of construction.

You might also be interested in these eBooks

Advances in Civil and Structural Engineering III

Info:

Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

1182-1186

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.1182

Citation:

Cite this paper

Online since:

January 2014

Authors:

Kong Jian Shen*, Pei Feng Li, Qiao Wang, Shui Wan

Keywords:

Cast-In Situ, Construction Techniques, Corrugated Steel Web, PC Composite Box-Girder Bridge, Precast

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] S. Wan, Z.G. Jiang and W.J. Meng: 15th National Conference on Structural Engineering. Jiaozuo, China, (2006), p.86. (In Chinese).

[2] H.J. Li, S. Wan and J.S. Ye: Journal of Highway and Transportation Research and Development, Vol. 19 (2002) No. 3: p.53. (In Chinese).

[3] S. Wan, Y. Tan and J.S. Wang: Journal of Nanjing University of Technology (Natural science edition), Vol. 28 (2004) No. 5, p.498. (In Chinese).

[4] S. Wan, S.Q. Li and L. Ma: Journal of Construction Science and Engineering, Vol. 26 (2009) No. 2, p.15. (In Chinese).

[5] K. Wang and Y.Z. Wang: Construction Technology, Vol. 41 (2012) No. 17, p.1. (In Chinese).

[6] B.W. Yang, S. Wan and J.D. Zhang: Construction Technology, Vol. 42 (2013) No. 5, p.48. (In Chinese).

[7] W.J. Meng and S. Wan: Construction Technology, Vol. 35 (2006) No. 3, p.59. (In Chinese).

[8] G.J. Hu, P. Yi and Q. Jia: Engineering Technology & Management, (2009) No. 1, p.34. (In Chinese).

[9] S.M. Zheng, W.K. Xiang, B.W. Yang et al: Bridge Construction, Vol. 42 (2012) No. 4, p.113. (In Chinese).

[10] C.H. Liang, S.F. Yuan and C.X. Hu: Bridge Construction, Vol. 40 (2010) No. 6, p.73. (In Chinese).

[11] K.Z. Zhang: Friend of Science Amateurs, Vol. 33 (2012) No. 5, p.73. (In Chinese).

[12] N,Y. Xu and S. Wan: Shanxi Architecture, Vol. 33 (2007) No. 13, p.266. (In Chinese).

[13] J.G. Nie, M. X Tao and F.X. Li: Beijing, China, Patent 201010100601. 1. (2010). (In Chinese).

[14] J. He, Y.Q. Liu and A.R. Chen et al: Proceedings of the 18th annual national conference on Bridges, Tianjin, China, Vol. 6 (2008), p.974. (In Chinese).

[15] Y. Li, Y.Y. Chen, H.P. Zhu et al: Guangzhou, China, Patent 201110297123. 2. (2012). (In Chinese).

[16] M.S. Liu, M.S. He, H.X. Ren et al: Xi'an, China, Patent 201020300285. 8. (2010). (In Chinese).

[17] H.X. Ren, C.X. Hu, G.K. Ge et al: Xi'an, China, Patent 201020300254. 2. (2010). (In Chinese).

[18] K.B. Jiang, Y. Ding, H.Y. Gao et al: Industrial Construction, Vol. 42 (2012) No. 9, p.120. (In Chinese).

[19] Roesler H, Denzer G. Proceedings of the 1st fib Congress, Germany, (2002).

[20] Kamihigashi Y, Miyamoto K, Yamamoto T: Bridge and Foundation Engineering, Vol. 39 (2005) No. 2, p.35.

[21] F. Liu, J. Ai, J.D. Zhang et al: Construction Technology, Vol. 40 (2011) No. 23, p.46. (In Chinese).

[22] Murao M, Miyauchi H, Mouri T, et al: Bridge and Foundation Engineering. Vol. 38 (2004) No. 2, p.13.

[23] G.H. Li and J.X. Zhang: Construction Technology, Vol. 39 (2010) No. 7, p.118. (In Chinese).

[24] Jung K, Kim K, Sim C, et al: Journal of Bridge Engineering. Vol. 16 (2010) No. 3, p.453.

[25] Information on http: /wenku. baidu. com/view/6bb7426327d3240c8447efcc. html.

[26] Q. Ye: Study of Precast Large Segments of Corrugated Steel Webs of Pre-stressed Composite-beam Bride (MS. Wuhan University of Technology, China, 2009). (In Chinese).

[27] Y. Tang, H.J. Li, J.F. Wu, et al: Zhengzhou, China, Patent 201110085548. 7. (2011). (In Chinese).

[28] J.G. Nie: Beijing, China, Patent 201010100594. 5. (2010). (In Chinese).

[29] J.G. Nie and F.X. Li: Beijing, China, Patent 201010219180. 4. (2010). (In Chinese).