温州龙港大桥改建工程满堂支架法现浇箱梁设计计算书计算：复核：审核：中铁上海工程局温州龙港大桥改建工程项目经理部2015年12月30日目录1 编制依据、原则及范围····························································· - 1 -1.1 编制依据·············································································· - 1 -1.2 编制原则·············································································· - 1 -1.3 编制范围·············································································· - 2 -2 设计构造······················································································ - 2 -2.1 现浇连续箱梁设计构造····················································· - 2 -2.2 支架体系主要构造······························································ - 2 -3 满堂支架体系设计参数取值····················································· - 8 -3.1 荷载组合·············································································· - 9 -3.2 强度、刚度标准·································································· - 9 -3.3 材料力学参数····································································- 10 -4 计算····························································································- 11 -4.1 模板计算············································································- 11 -4.2 模板下上层方木计算························································- 11 -4.3 顶托上纵向方木计算························································- 13 -4.4 碗扣支架计算····································································- 15 -4.5 地基承载力计算································································- 18 -温州龙港大桥改建工程现浇连续梁模板支架计算书1 编制依据、原则及范围1.1 编制依据1.1.1 设计文件（1）《温州龙港大桥改建工程两阶段施工图设计》（2013年8月）。