二.刚构悬臂梁的悬臂浇筑 1、4号刚构悬臂用托架和挂篮进行悬臂浇筑。靠墩身两侧的两个长3m的梁段用托架施工,其余则用挂篮施工。悬臂浇筑时,将梁体划分成若干段逐次进行。梁段划分应根据配筋的合理性以及挂篮的负荷能力而定,见表1。 II. Cantilever beam rigid cantilever pouring 1, 4 rigid frame cantilever with brackets and hanging basket pouring. By the pier on both sides of the two long 3m beam section with the bracket construction, the rest of the use of hanging construction. Cantilever pouring, the beam body is divided into several sections one after another. The beam segment should be based on the rationality of the reinforcement and the load capacity of the basket, as shown in Table 1.