杭州某工程生产大楼A楼B楼之间中庭楼面梁板结构搭设高度及梁荷载均超出了高大支模架指标范畴,对支模架的安全性能要求很高,梁板支模架在施工中具有一定的难度。结合高空高支架特点,合理设计立杆间距和步距,严格计算,加强水平、竖向剪刀撑及与周边楼层结构拉结等构造措施,成功采用传统扣件式钢管支模架体系,在保证工程安全质量前提下,获得较好的经济效益,为类似工程积累了经验。 A building in Hangzhou, A Building, Building B between the atrium floor beam structure erection height and beam load are beyond the scope of high-modulus support frame index, the safety requirements of the support formwork is very high, beam formwork in construction In a certain degree of difficulty. Combining with the features of high-altitude high-rise frame, the spacing and step spacing of the pole are reasonably designed, the construction measures such as horizontal and vertical scissors support and pull-out with the surrounding floor structure are strictly calculated and strengthened. The traditional fastener- Under the premise of safety and quality of the project, better economic benefits have been obtained and accumulated experience for similar projects.