Research on recycled concrete and its utilization in building structures in China

Jianzhuang XIAO, Tao DING

PDF(1093 KB)
PDF(1093 KB)
Front. Struct. Civ. Eng. ›› 2013, Vol. 7 ›› Issue (3) : 215-226. DOI: 10.1007/s11709-013-0212-z
RESEARCH ARTICLE
RESEARCH ARTICLE

Research on recycled concrete and its utilization in building structures in China

Author information +
History +

Abstract

Large quantities of construction and demolition (C&D) building waste are being generated as a result of rapid urbanization and natural disasters in China. An increasing awareness of environmental protection is escalating C&D waste disposal concerns. This paper presents a brief introduction to current shaking table test research in China on structures built with recycled aggregate concrete (RAC). Test structures include a cast-in situ frame model, a precast frame model and a block masonry building. The test results prove that it is feasible to use RAC as a structural material in seismic areas, with recommended modifications and proper design, especially in low-rise structures. This paper also presents several successful applications of RAC in civil and structural engineering projects in China, which will serve to promote RAC as a global ecological structural material.

Keywords

recycled aggregate concrete (RAC) / structural material / shaking table tests / building structure

Cite this article

Download citation ▾
Jianzhuang XIAO, Tao DING. Research on recycled concrete and its utilization in building structures in China. Front Struc Civil Eng, 2013, 7(3): 215‒226 https://doi.org/10.1007/s11709-013-0212-z

References

[1]
Xiao J Z. Recycled concrete. Beijing: Chinese Building Construction Publishing Press, 2008 (in Chinese)
[2]
Xiao J Z, Xie H, Zhang C Z. Investigation on building waste and reclaim in Wenchuan earthquake disaster area. Resources, Conservation and Recycling, 2012, 61: 109–117
[3]
Xiao J Z, Li W G. POON C S. Recent studies on mechanical properties of recycled aggregate concrete in China—A review. Science China Technological Sciences, 2012, 55(6): 1463–1480
[4]
Hansen T C. Recycling of demolished concrete and masonry. London: E & FN Spon, 1992
[5]
Rao A, Jha K N, Misra S. Use of aggregates from recycled construction and demolition waste in concrete. Resources, Conservation and Recycling, 2007, 50(1): 71–81
[6]
Tabsh S W, Abdelfatah A S. Influence of recycled concrete aggregates on strength properties of concrete. Construction & Building Materials, 2009, 23(2): 1163–1167
[7]
Xiao J Z, Li J B, Zhang C. Mechanical properties of recycled aggregate concrete under uniaxial loading. Cement and Concrete Research, 2005, 35(6): 1187–1194
[8]
Poon C S, Shui Z H, Lam L, Fok H, Kou S C. Influence of moisture states of natural and recycled aggregates on the slump and compressive strength of concrete. Cement and Concrete Research, 2004, 34(1): 31–36
[9]
Fathifazl G, Razaqpur A G, Isgor O B, Abbas A, Fournier B, Foo S. Flexural performance of steel-reinforced recycled concrete beams. ACI Structural Journal, 2009, 106(6): 858–867
[10]
Han B C, Yun H D, Chung S Y. Shear capacity of reinforced concrete beams made with recycled aggregate. ACI Special Publications, 2001, 200: 503–516
[11]
Cho W C, Yun H D. Compressive behavior of reinforced concrete columns with recycled aggregate under uniaxial loading. Engineering Structures, 2012, 41: 285–293
[12]
Xiao J Z, Huang X, Shen L M. Seismic behavior of semi-precast column with recycled aggregate concrete. Construction & Building Materials, 2012, 35: 988–1001
[13]
Corinaldesi V, Moriconi G. Behavior of beam-column joints made of sustainable concrete under cyclic loading. Journal of Materials in Civil Engineering, 2006, 18: 650–658
[14]
Corinaldesi V, Letelier V, Moriconi G. Behaviour of beam-column joints made of recycled-aggregate concrete under cyclic loading. Construction & Building Materials, 2011, 25(4): 1877–1882
[15]
Xiao J Z, Sun Y D, Falkner H. Seismic performance of frame structures with recycled aggregate concrete. Engineering Structures, 2006, 28(1): 1–8
[16]
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. GB50010–2010 Code for design of concrete structures. Beijing: China Architecture and Building Press, 2010 (in Chinese)
[17]
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. GB50011–2010 Code for seismic design of buildings. Beijing: China Architecture and Building Press, 2010 (in Chinese)
[18]
Xiao J Z, Wang C Q, Li J, Tawana M M. Shake-table model tests on recycled aggregate concrete frame structure. ACI Structural Journal, 2012, 109(6): 777–786
[19]
Xiao J Z, Li J, Chen J. Experimental study on the seismic response of braced reinforced concrete frame with irregular columns. Earthquake Engineering and Engineering Vibration, 2011, 10(4): 487–494
[20]
Lu X, Zhou Y, Yan F. Shaking table test and numerical analysis of RC frames with viscous wall dampers. Journal of Structural Engineering, 2008, 134(1): 64–76
[21]
Joseph M B, Andrei M R, John B M. Seismic resistance of reinforced concrete frame structures designed for gravity loads: Performance of structural system. ACI Structural Journal, 1995, 92(5): 597–609
[22]
Zhang Y M. Preliminary study on the proportion design of recycled aggregate concrete. China Concrete and Cement Products, 2002, 1: 7–9 (in Chinese)
[23]
Nakaki S D, Staton J F, Sritharan S. An overview of the PRESSS five story precast test building. PCI, 1999, 44(2): 28–39
[24]
Zhang J C, Wang H Y, Chu X F, Liu X D, Lin F J, Yu W C. Benefit evaluation of prefabricated concrete structure and its development in China. Architecture Technology, 2007, 38(1): 9 (in Chinese)
[25]
Xiao J Z, Pham T L, Ding T.Shaking table test on a precast frame structure made of recycled aggregate concrete. Submitted to Materials and Structures, 2013
[26]
Rahman M A, Sritharan S. Performance-based seismic evaluation of two five-story precast concrete hybrid frame buildings. Journal of Structural Engineering, 2007, 133(11): 1489–1500
[27]
Rodriguez M E, Restrepo J I, Bland�n J J. Seismic design forces for rigid floor diaphragms in precast concrete building structures. Journal of Structural Engineering, 2007, 133(11): 1604–1615
[28]
Psycharis I N, Mouzakis H P. Assessment of the seismic design of precast frames with pinned connections from shaking table tests. Bulletin of Earthquake Engineering, 2012, 10(6): 1795–1817
[29]
Wang C Q, Xiao J Z. Shaking table tests on a recycled concrete block masonry building. Advances in Structural Engineering, 2012, 15(10): 1843–1860
[30]
Mendes N, Lourenco P B. Seismic assessment of masonry “Gaioleiro” buildings in Lisbon, Portugal. Journal of Earthquake Engineering, 2010, 14(1): 80–101
[31]
Paquette J, Bruneau M. Pseudo-dynamic testing of unreinforced masonry building with flexible diaphragm and comparison with existing procedures. Construction & Building Materials, 2006, 20(4): 220–228
[32]
Poon C S, Chan D. The use of recycled aggregate in concrete in Hong Kong. Resources, Conservation and Recycling, 2007, 50(3): 293–305
[33]
Khalaf F M, DeVenny A S. Recycling of demolished masonry rubble as coarse aggregate in concrete. Journal of Materials in Civil Engineering, 2004, 16(4): 331–340
[34]
Xiao J Z, Li W G, Fan Y H, Huang X. An overview of study on recycled aggregate concrete in China (1996–2011). Construction & Building Materials, 2012, 31: 364–383
[36]
Cao W L, Zhang J W, Yin H P, Chen J L. Experimental study on the seismic behavior of recycled concrete frame-shear-wall structure. Engineering Mechanics, 2010, 27(s2): 135–141 (in Chinese)
[37]
Tam Vivian W Y, Gao X F, Tam C M. Microstructural analysis of recycled aggregate concrete produced from two-stage mixing approach. Cement and Concrete Research, 2005, 35(6): 1195–1203
[38]
GB/T50743–2012. Code for recycling of construction & demolition waste. Beijing: China Planning Press, 2012 (in Chinese)
[39]
DG/TJ08–2018–2007. Technical code for applications of recycled aggregate concrete. Shanghai, 2007 (in Chinese)

Acknowledgements

The authors wish to acknowledge the financial support from the National Natural Science Foundation of China (Grant No. 51178340) and the Ministry of Education (No. NCET-06-0383). The authors acknowledge other members of the research group who have been engaged in these research projects.

RIGHTS & PERMISSIONS

2014 Higher Education Press and Springer-Verlag Berlin Heidelberg
AI Summary AI Mindmap
PDF(1093 KB)

Accesses

Citations

Detail

Sections
Recommended

/