考虑非结构构件的木结构古建筑抗震性能研究综述

郭小东; 方士东; 王志涛; 李钊

doi:10.11899/zzfy20240117

考虑非结构构件的木结构古建筑抗震性能研究综述

doi: 10.11899/zzfy20240117

郭小东^{1, 2,},
方士东¹,
王志涛^{1, 2, ,},
李钊¹

1.
北京工业大学, 城市建设学部, 北京 100124
2.
木结构古建筑安全评估与灾害风险控制国家文物局重点科研基地, 北京 100124

基金项目: 北京市教委-市自然科学联合基金（KZ202010005012）

详细信息

作者简介:
郭小东，男，生于1977年。教授。主要从事木结构古建筑抗震研究工作。E-mail：guoxd7797@163.com

通讯作者:
王志涛，男，生于1980年。副教授。主要从事城市灾害风险评估等工作。E-mail：wzt@bjut.edu.cn

计量
- 文章访问数: 91
- HTML全文浏览量: 25
- PDF下载量: 12
- 被引次数: 0
出版历程
- 收稿日期: 2022-08-28
- 刊出日期: 2024-03-31

Review of Studies on Seismic Performance of Ancient Wooden Buildings Considering Non Structural Members

Guo Xiaodong^{1, 2
,},
Fang Shidong¹,
Wang Zhitao^{1, 2
, ,},
Li zhao¹

1.
Department of urban construction, Beijing University of technology, Beijing 100124, China
2.
Key Construction Base of National Cultural Relics Bureau for Safety Assessment and Disaster Risk Control of Ancient Buildings, Beijing 100124, China

摘要

摘要: 木结构古建筑是我国文物建筑的主体，它以木材为主要承重构件，具有深厚的历史文化价值。本文根据已有研究，从结构试验、数值模拟、抗震性能评估方法3个方面，总结了含有隔墙、隔扇、雀替等非结构构件的古木建筑抗震性能研究现状。研究表明，非结构构件可以限制榫卯节点拔榫，改善节点受力，不同程度提高结构的强度、刚度和耗能能力，降低了结构在地震作用下坍塌的概率。最后结合我国木结构古建筑的研究现状以及与其他国家的研究差异，给出了未来木结构古建筑抗震性能的可能研究方向。
- 抗震性能 /
- 木结构古建筑 /
- 雀替 /
- 隔扇 /
- 隔墙 /
- 文物价值
Abstract: Ancient wooden structure is the main part of the cultural relics in China, which takes wood as the main load-bearing component and has profound historical and cultural value.Based on previous studies we summarize the research progress of the ancient timber structures seismic performance from three aspects of experimental research, numerical simulation and seismic performance evaluation methods.In this paper we mainly consider the influence of non structural components such as masonry infilled wall, wood partition board and sparrow. We find that the non structural members can limit the tenoning of mortise tenon joints, improve the stress state of joints, improve the structural stiffness, strength and energy dissipation capacity, and reduce the collapse probability of the ancient wooden structure under earthquake. Finally, combined with the research status of wood structure ancient buildings in China and the differences with other countries, the future research direction of wood structure ancient buildings in China is given in the paper.
- Seismic performance /
- Ancient wooden structure /
- Sparrow /
- Wood partition board /
- Masonry infilled wall /
- Cultural relics value

HTML全文

图 1 汶川地震秦堰楼屋顶瓦面破坏

Figure 1. Roof tile damage of Qinyan tower by the Wenchuan earthquake

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图 2 汶川地震平武报恩寺山墙

Figure 2. Demage of masonry infilled wall of Baoen temple in Pingwu by the Wenchuan earthquake

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图 3 汶川地震青龙寺大殿榫卯拔榫

Figure 3. Tenon pull out of Qinglong temple hall by the Wenchuan earthquake

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图 4 汶川地震佛图寺柱脚滑移

Figure 4. Column root slip of Fotu temple by the Wenchuan earthquake

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图 5 2008年汶川地震前后的云岩寺窦真殿

Figure 5. Douzhen Hall of Yunyan temple before and after the Wenchuan earthquake in 2008

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图 6 永乐宫三清殿《朝元图》

Figure 6. Murals in Sanqing Hall of Yongle Palace

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图 7 皇城相府木雕

Figure 7. Wood carving of Royal mansion

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图 8 杭州胡雪岩故居雀替

Figure 8. Sparrow of Hu Xueyan's former residence in Hangzhou

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图 9 故宫太和殿隔扇

Figure 9. Wood partition board of Taihe Hall of the Forbidden City

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图 10 日本东本愿寺隔扇

Figure 10. Wood partition board of Tohomoto temple in Japan

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图 11 日本隔扇力学性能试验

Figure 11. Mechanical property test of Japanese wood partition board

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图 12 日本隔扇恢复力模型

Figure 12. Restoring force model of Japanese wood partition board

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图 13 典型带对角木斜撑房屋

Figure 13. A typical house with diagonal wooden braces

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图 14 法海寺大雄宝殿壁画

Figure 14. Frescoes of Fahai temple

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图 15 地方型试验模型外观

Figure 15. Appearance of local test model

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图 16 近郊型试验模型外观

Figure 16. Appearance of suburban test model

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图 17 秦安宫试验模型

Figure 17. Test model of the Qin-An palace

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表 1 古建筑常见非结构构件分类

Table 1. Classification of typical non-structural members of ancient buildings

非结构构件类型	古建筑中的非结构构件
加速度敏感型	宝顶、博古架、鸱吻、蹲兽、垂兽、瓦当
位移敏感型	隔扇、窗、帘架、碧纱橱、落地罩、栏杆、雀替
混合敏感型（加速度、位移）	围护墙体、天花、藻井

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