论文部分内容阅读
二、观音殿花台梁的普查、设计、加固花台梁是这次修缮的重要部位,它们位于殿中四根将军柱之上,是上层檐结构最主要的承重构件,承受由抹角梁传来的屋内荷载。花台梁跨度为中～中13.5m 截面尺寸为109×78cm,均为整根楠木,南、北两根原有选材较强,虽有部分拼补,但拼补高度不超过15cm,梁的实际最大挠度,南梁为1/180,北梁为1/154,
2. The census, design, and reinforcement of Huatai Liang of the Guanyin Temple are important parts of the repair. They are located on the four general columns of the temple and are the most important load-bearing components of the upper stern structure. They bear the load of the house transmitted from the angle beam. . Huatai beam span is medium to medium 13.5m The cross section size is 109×78cm, both of which are the whole root of Nanmu. The two original materials are strong in the south and the north. Although some of the spells are complemented, the patchwork height is not more than 15cm. The actual maximum of the beam is Deflection, 1/180 South Beam, 1/154 North Beam,