摘要
我国木构古建的构造特征不仅有一定抗震性能,而且有利于结构整体在静力作用下保持稳定。为保护古建筑,采取理论分析方法,以故宫太和殿为例,研究了其静力稳定构造。分别考虑太和殿结构的柱、雀替、斗拱、梁架、檩三件等构造特征,研究了竖向静力荷载作用下,它们对提高太和殿结构整体稳定性能的影响,探讨了相关力学稳定机理。结果表明:太和殿柱子侧脚构造有利于太和殿结构保持几何不变体系;雀替、斗拱构造可减小梁枋的内力和变形;梁架构造可节省梁截面尺寸并扩大建筑空间;檩三件采用工字型截面,且檩截面采用金盘构造,有利于构件的合理使用。
Constructions of Chinese ancient wooden buildings not only perform aseismic behaviors but also benefit stability of the whole structures under static loads. To protect Chinese ancient wooden buildings,Taihe Palace in the Forbidden City is taken as example to study its constructions for structural stability under static loads by theoretical analysis methods. Constructions such as column, bracket, bracket sets, beam system, purlin system and so on are considered to study their influences on the enhancement of the stability of Taihe Palace under vertical static loads; corresponding static mechanisms are discussed. Results show that Cejiao construction of column helps to keep the structure in geometrical invariability status;brackets and bracket sets help decrease values of internal force as well as deflection of beams;construction of beam system helps save beam section sizes and enlarge space of the building;and both ＂I＂ shape section of purlin system and Jinpan construction of purlin section are helpful for reasonable utilization of the wooden components.
出处
《山东建筑大学学报》
2013年第3期215-219,共5页
Journal of Shandong Jianzhu University
基金
故宫博物院科研基金(KT2012-7)
关键词
静力
稳定构造
木结构
古建筑
太和殿
static force
construction for stability
wooden structure
ancient buildings
Taihe Palace
