摘要
将部分地锚斜拉桥分为拉索、主塔、主梁、锚碇、基础等五部分,分别推导了其材料用量计算公式,引入材料单价系数,得到了全桥总造价和单位桥面面积造价.据此开展了该桥型经济性能参数研究,得到了主要结构参数的最优取值,即地锚与中跨跨径之比为0.3～0.4,边中跨比为0.40～0.45,塔跨比为0.15～0.20.对比结果表明,随锚碇处地质条件不同,在主跨跨径超过800～1600 m后,部分地锚斜拉桥的经济性能优于全自锚斜拉桥.
The equations for material amounts of all structural parts in partially earthanchored cablestayed bridges were derived, including the stay cables, pylons, girders, anchorages, and foundations. The cost of both the entire bridge and per unit area of the deck was obtained by introducing the cost of per unit weight of each material. Then, parametric studies were performed from an economic behavior perspective, and the proposed parameter values were obtained as. the ratio of the earthanchored girder length to the main span length is 0.3 to 0.4; the ratio of the side span length to the total selfanchored girder length in the main span is 0.40 to 0.45 ; and the ratio of the height of the pylon above the girder to the main span length is 0. 15 to 0. 2. Thecomparison of results shows that the partially earth-anchored cable-stayed bridge is more economical than the fully self anchored cable-stayed bridge with a main span length over 800-1 600 m, of which the threshold depends on the geological conditions at the anchorages.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2013年第10期1476-1482,1489,共8页
Journal of Tongji University:Natural Science
基金
国家自然科学基金(51008223)
关键词
部分地锚斜拉桥
经济性能分析
材料用量
参数
地锚与中跨跨径之比
partially earth-anchored cable-stayed bridgeanalysis material amounts parametric
earth-anchoredlengthcostpart
