Abstract：In this paper，the method of design and calculation of bracket for a cast~in-site reinforced concrete box section catenarian arch bridge without hinge has been introduced. The bridge has a span length of 220 m and the height of the arch is 40 m. The bracket is assembled with universal rods，military beams and other standard members.
况勇. 大跨度箱形拱桥现浇支架设计与分析[J]. 铁道工程学报, 2000, 17(2): 40-43.
KUANG Yong. DESIGN AND CALCULATION OF BRACKET FOR A LONG SPAN BOX SECTION ARCH BRIDGE. Journal of Railway Engineering Society, 2000, 17(2): 40-43.
2000, Vol. 17 
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