摘   要：为保证预制装配式混凝土框架结构的整体性，连接节点采用现浇施工，装配式框架结构后浇节点大多在梁柱接头部位。传统木模板难以加固，因此提出后浇部位使用铝合金模板，在构件深化设计阶段充分考虑铝模安装问题，结合铝模开孔位置预埋螺栓，大大提升施工效率，加快建设速度，降低工程成本，解决了预制构件与现浇层的外观质量差异较大问题。

Abstract: In order to ensure the integrity of precast concrete frame structure, the connection node adopts cast-in-site construction method. The post-pouring joints of the assembled frame structure are mostly in the joint parts of the beam and column, the traditional wood formwork is difficult to reinforce, so the post casting parts are made of aluminum alloy template. Fully considering the aluminum formwork installation problem in the component deepening design stage, bolts are embedded in the aluminum formwork opening position, which can greatly improve the construction efficiency, accelerate the construction speed, reduce the project cost, and solve the large appearance quality differences between precast concrete component and cast-in-place layer.