梁模板应在满堂脚手架的基础上，再将支承梁两边分别加上加密固定支承杆，底

The beam formwork should be on the basis of the full house scaffolding, and then the supporting beams should be provided with encrypted fixed support rods on both sides. The bottom mold vertical rod shall be directly supported on the cross rod of the small beam, and the side mold vertical rod shall be fixed by short steel pipes and fasteners When fixing the bottom form and side form of the beam, the same beam should be pulled together, and the vertical poles cannot be directly supported on the full floor slab, and skids should be placed under it. The beam formwork should first lay the bottom plate and side formwork on one side. After the beam steel bars are bound and accepted by the acceptance personnel, the formwork on the other side should be sealed. The beam formwork should be laid backwards from the two ends of the beam to the middle node, so that the inlaid wood is arranged in the beam, so as to avoid the common quality problem of the column and beam node shrinkage.

Beam template should be on the basis of a full scaffolding, and then the support beam on both sides of the encrypted fixed support rod, the bottom mold pole to directly support the beam above the crossbar, side mold pole application of short steel pipe and fasteners to fix and strengthen, fixed beam bottom mold and side mold, the same beam should pull the unified line, the pole can not be directly supported in the full hall floor, should be placed under it pad wood. Beam template should first lay the bottom plate and side mold, waiting for the beam rebar tied up and experienced personnel acceptance pass, and then seal the other side template. When the beam template is laid, it should be regressed from both ends of the beam to the middle node, so that the embedded wood is arranged in the beam, so as to avoid the quality common disease of the column beam node shrink neck.

The beam formwork shall be on the basis of full hall scaffold, and the supporting beam shall be separately added with the encrypted fixed support bar. The bottom formwork upright bar shall be directly supported on the cross bar of the small beam. The side formwork vertical bar shall be fixed and reinforced by short steel pipe and fastener. When fixing the beam bottom formwork and side formwork, the same beam shall be pulled and unified. The vertical bar cannot be directly supported on the floor of the whole hall, and the cushion wood shall be placed under it. The beam formwork shall be laid with bottom plate and side formwork on one side, and the other side formwork shall be sealed after the beam reinforcement is bound and accepted by the acceptance personnel. When laying beam formwork, the beam shall be backward from both ends to the middle node, so that the embedded wood will be arranged in the beam to avoid the common quality defects of the neck shrinkage of the column beam joint.<br>