B1K1+028.742B1匝道上跨温厚高速桥B2K0+633.74B2匝道上跨温厚高速桥20m+30m+30m+20m连续梁满堂支架验算报告赣州名望工程咨询有限公司二〇一四年二月目录1工程概况..........................................................12计算参数..........................................................23模板强度及挠度验算................................................33.1梁底模板验算.........................................................................................................................33.1.1位置1模板计算...................................................................................................................................33.1.2位置2模板计算...................................................................................................................................43.2侧模板验算.............................................................................................................................53.3翼缘底模板验算.....................................................................................................................74方木强度与刚度验算................................................84.1横向方木强度与刚度验算.....................................................................................................84.1.1位置1横向木验算...............................................................................................................................84.1.2位置2横向木验算...............................................................................................................................94.1.3翼缘处横向木验算.............................................................................................................................104.2纵向方木强度与刚度验算...................................................................................................115支架立杆验算.....................................................125.1支架立杆分析......................................................................................................................125.2立杆强度及稳定性验算.......................................................................................................125.3支架抗风验算.......................................................................................................................135.3.1风荷载作用下立杆产生的弯矩按以下式行计算：..........................................................................135.3.2单肢立杆轴向力按下式计算：.........................................................................................................145.3.3考虑风荷载效应时，立杆压弯强度按下式计算：..........................................................................146地基承载力计算...................................................157梁柱式支架验算...................................................157.1说明......................................................................................................................................157.2工字钢验算...........................................................................................................................157.2.1顺桥向Ⅰ36b工字钢验算.................................................................................................................157.2.2横桥向Ⅰ50a工字钢验算............................................................................
