* 610034 DOI 10. 13204 /j. gyjz201511010 RESEARCH ON CHENGDU MODERN INDUSTRIAL ARCHITECTURAL HERITAGE Li Yunzhang Lu Liyang College of Architecture and Environment Sichuan University Chengdu 610034 China Abstract As an important carrier of culture industrial architectural heritages need to be well preserved and reused which can play an important role in promoting regional economy. The article systematically elaborated the history of Chengdu modern industrial development summarized the existing types of industrial architectural heritages analyzed the layout spatial form features elaborated the current situation and protection measures of the heritages and also made some suggestions. Keywords industrial architectural heritage modern eastern suburbs of Chengdu reconstruction and reuse 1 1937 7 7 155 2 1. 1 1949 1. 08 1840 1. 4 1861 98. 8% 1 3 1. 3 1953 9 4 1890 1955 1964 1. 2 4 * 2082704174233 SKZYq201421 2015 2015R01 1974 307941240@ qq. com 2015-06 - 12 Industrial Construction Vol. 45 No. 11 2015 2015 45 11 49
2 2. 1 1 2 2. 2 3 2. 2. 1 3 3. 1 2. 2. 2 1956 1 2. 3 2. 3. 1 1 2. 3. 2 20. 31 m 19. 45 m 11 748. 96 m 2 2 2. 3. 3 1990 2 2. 4 20 30 20 50 156 6 50 2015 45 11 Fig. 1 The building of Chengdu Measuring & Cutting Tool Factory Fig. 2 3 8
Fig. 3 3 The diagram of front elevation 6 156 1958 11 7 3. 2 1952 500 693 m 2 4 42 m 14 m 14. 6 m 9. 5 m 11 m 5 Fig. 4 4 The headquarter building of Chengdu Locomotive Factory Fig. 5 5 4 4. 1 1990 1998 3. 3 4 7 2007 6 1 51 Fig. 6 6 The past scene of Chengdu Hongguang Electronics Factory 1 2 3 4 5 6 7 8 9 10 11 12 201 Fig. 7 7 187 m 100 m 9 m 18 700 m 2 92 m 34 m 21 m 66 m 28 m 22. 5 m 6 072 m 2 100 m 16 m 14 m
2012 7 16 4. 2 145 406 m 2 2004 18. 9 m 2 14 m 2 8 2005 7 28 2005 5 4. 3 4. 3. 1 20 50 80 4. 3. 2 31 1 1878 4 5. 1 4. 3. 3 8 1958 2 10 1 5. 2 Fig. 8 8 Eastern suburbs of Chengdu 125 52 2015 45 11
3 6 6 75 m Fig. 6 The buckling analysis by considering geometric and material nonlinearity 75 m high pier 1. M. 1983. 2. M. 1989. 3 2000. 4 64-67 42. 5 6 3 1 b /t 37. 50 b /t 37. 50 b /t < 37. 50 3. M.. J. 1988 3. J. 2006 4 30-33. 6 Taylor A W Bowell R B Breen J E. Design and Behavior of Thin Walls in Hollow Concrete Bridge Piers and Pylons R. Austin USA The University of Texas at Austin 1990. 7 JTGD 60 2004 8 JTGD 62 2004 S. S. 2 Applied Mechanics 1975 43 3 521-522. 11 Timoshenko S Gere J M. Columbus McGraw-Hill Book Co 1996. b /t 1. 1 9 Djelebov E P. Investigations on Local Stability of Compressed Wall of Hollow Reinforced Concrete Bridge Pier with Rectangular Cross Section C Proceedings of the International Conference on Structural Engineering Mechanics and Computation. 2001 1583-1590. 10 Huseyin K. Nonlinear Theory of Elastic Stability J. Journal of Theory of Elastic Stability M. 12. M. 槡 E c /fck 1997. 13 J. 2006 5 119-124 188.. 52 1. 1861 1927 5. J. 2013 15. 2. D. 6. 20 50 2012. J. 2013 2. 3. 7. J. 2012 2. N. 2011. 2009. 4. 60 N. 2013 6. J. 1996 1. 8. J. 125