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A platform for research: civil engineering, architecture and urbanism
Reinforced concrete arch bridge construction method combined with cast-in-place cantilever method and stiff skeleton method
The invention discloses a reinforced concrete arch bridge construction method combined with a cast-in-place cantilever method and a stiff skeleton method. The reinforced concrete arch bridge construction method is characterized by comprising the following steps that (1) the cast-in-place cantilever method is used for pouring arc ring sections in left-right symmetry and segmentation modes, the length of the arc ring sections formed by the cast-in-place cantilever method is 1/2-3/4 of the full length of an arch ring, the weight of each section is not larger than 200 tons, and after the previous section is hardened for 7-10 days, the next section begins to be poured; (2) the arc ring sections with the tops opened are formed in the step (1), stiff skeletons are erected at the openings, and the two ends of each stiff skeleton are connected with the adjacent left arc ring section and the right arc ring section respectively; (3) stiff skeleton section concrete is poured in a segmentation mode, the stiff skeletons are wrapped in the concrete, and accordingly the entire arch ring is formed. According to the construction method, a long-span arch bridge of 200-400m can be constructed, and the cost can be saved.
Reinforced concrete arch bridge construction method combined with cast-in-place cantilever method and stiff skeleton method
The invention discloses a reinforced concrete arch bridge construction method combined with a cast-in-place cantilever method and a stiff skeleton method. The reinforced concrete arch bridge construction method is characterized by comprising the following steps that (1) the cast-in-place cantilever method is used for pouring arc ring sections in left-right symmetry and segmentation modes, the length of the arc ring sections formed by the cast-in-place cantilever method is 1/2-3/4 of the full length of an arch ring, the weight of each section is not larger than 200 tons, and after the previous section is hardened for 7-10 days, the next section begins to be poured; (2) the arc ring sections with the tops opened are formed in the step (1), stiff skeletons are erected at the openings, and the two ends of each stiff skeleton are connected with the adjacent left arc ring section and the right arc ring section respectively; (3) stiff skeleton section concrete is poured in a segmentation mode, the stiff skeletons are wrapped in the concrete, and accordingly the entire arch ring is formed. According to the construction method, a long-span arch bridge of 200-400m can be constructed, and the cost can be saved.
Reinforced concrete arch bridge construction method combined with cast-in-place cantilever method and stiff skeleton method
WANG PENG (author) / WANG FENGHUA (author) / YI HUI (author) / ZHANG JIE (author) / YANG YANG (author) / WANG YILI (author) / WU JIAOMEI (author) / DU XIN (author)
2015-06-17
Patent
Electronic Resource
English
IPC:
E01D
BRIDGES
,
Brücken
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