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: 48
- HTML全文浏览量: 9
- PDF下载量: 8
- 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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参考文献(45)

戴智彪, 2018. 古建筑木结构带雀替榫卯节点力学性能与加固试验研究. 北京: 北方工业大学.

Dai Z. B. , 2018. The experimental study on mechanical properties and reinforcement of joint with sparrow Tenon in ancient building wood structure. Beijing: North China University of Technology. (in Chinese)

付体彪, 2018. 含价值赋存构件的木框架抗震性能研究. 北京: 北京工业大学.

Fu T. B. , 2018. Study on seismic performance of wood frame with valuable components. Beijing: Beijing University of Technology. (in Chinese)

葛威珍, 2019. 带砖墙木框架的抗震性能研究. 北京: 北京工业大学.

Ge W. Z. , 2019. Study on seismic performance of wood frame with brick wall. Beijing: Beijing University of Technology. (in Chinese)

郭小东, 武林超, 许清风等, 2021. 基于价值认知的带隔扇木框架位移角的研究. 工业建筑, 51（2）: 113—120

Guo X. D. , Wu L. C. , Xu Q. F. , et al. , 2021. Research on drift angles on wooden frames with partition board based on value recognition. Industrial Construction, 51(2): 113—120. (in Chinese)

韩庆华, 赵一峰, 芦燕, 2020. 大型公共建筑非结构构件抗震性能及韧性提升研究综述. 土木工程学报, 53（12）: 1—10

Han Q. H. , Zhao Y. F. , Lu Y. , 2020. Seismic behavior and resilience improvements of nonstructural components in the large public buildings-a review. China Civil Engineering Journal, 53(12): 1—10. (in Chinese)

郇君虹, 2020. 基于价值的木结构古建筑槛窗木构架抗震性能研究. 北京: 北京工业大学.

Huan J. H. , 2020. Study on value-based seismic performance of Kanchuang frame of traditional timber buildings. Beijing: Beijing University of Technology. (in Chinese)

李卫, 高大峰, 邓红仙, 2013. 带雀替木构架榫卯节点特性的试验研究. 文博, （3）: 80—85.

潘毅, 唐丽娜, 王慧琴等, 2014. 芦山7.0级地震古建筑震害调查分析. 地震工程与工程振动, 34（1）: 140—146

Pan Y. , Tang L. N. , Wang H. Q. , et al. , 2014. Investigation and analysis of damage to ancient buildings in Lushan M_S7.0 earthquake. Earthquake Engineering and Engineering Vibration, 34(1): 140—146. (in Chinese)

沈仕娜, 周立, 2019. 中国传统古建筑构件美——雀替之美. 城市建筑, 16（28）: 168—169, 175

Shen S. N. , Zhou L. , 2019. The aesthetics of the components of Chinese traditional ancient building——the beauty of the sparrow brace. Urbanism and Architecture, 16(28): 168—169, 175. (in Chinese)

宋彧, 张贵文, 党星海等, 2004. 雀替构造设计技术的试验研究. 结构工程师, （1）: 57—61

Song Y. , Zhang G. W. , Dang X. H. , et al. , 2004. Experimental study for the structural design of QT-beams. Structural Engineers, (1): 57—61. (in Chinese)

宋彧, 张贵文, 李恒堂等, 2005. 雀替木结构受弯构件相似模型设计与试验研究. 兰州理工大学学报, 31（6）: 127—130

Song Y. , Zhang G. W. , Li H. T. , et al. , 2005. Similarity model design and experimental study of flexural members in QT-wood structure. Journal of Lanzhou University of Technology, 31(6): 127—130. (in Chinese)

童颜泱, 2019. 砌体填充墙木框架抗震性能研究. 西安: 西安建筑科技大学.

Tong Y. Y. , 2019. Research on seismic behavior of timber frame with masonry infill walls. Xi’an: Xi’an University of Architecture and Technology. (in Chinese)

王少强, 马前子, 余璟锋等, 2013. 木结构古代建筑典型震害调查研究. 四川建材, 39（6）: 121—123.

武林超, 2020. 带牖窗填充墙木框架的抗震性能研究. 北京: 北京工业大学.

Wu L. C. , 2020. Study on seismic performance of wood frame with leaky windows filled wall. Beijing: Beijing University of Technology. (in Chinese)

谢启芳, 薛建阳, 赵鸿铁, 2010. 汶川地震中古建筑的震害调查与启示. 建筑结构学报, （S2）: 18—23

Xie Q. F. , Xue J. Y. , Zhao H. T. , 2010. Seismic damage investigation and analysis of ancient buildings in Wenchuan earthquake. Journal of Building Structures, (S2): 18—23. (in Chinese)

许清风, 刘琼, 张富文等, 2015. 砖填充墙榫卯节点木框架抗震性能试验研究. 建筑结构, 45（6）: 50—53, 49

Xu Q. F. , Liu Q. , Zhang F. W. , et al. , 2015. Experimental research on seismic performance of mortise-tenon joint wood frame with brick masonry infilled wall. Building Structure, 45(6): 50—53, 49. (in Chinese)

俞茂宏, Oda Y. , 方东平等, 2006. 中国古建筑结构力学研究进展. 力学进展, 36（1）: 43—64 doi: 10.3321/j.issn:1000-0992.2006.01.011

Yu M. H. , Oda Y. , Fang D. P. , et al. , 2006. Advances in structural mechanics of Chinese ancient architectures. Advances in Mechanics, 36(1): 43—64. (in Chinese) doi: 10.3321/j.issn:1000-0992.2006.01.011

袁建力, 2018. 墙体参与工作的木构架古建筑抗震分析方法. 建筑结构学报, 39（9）: 45—52

Yuan J. L. , 2018. Seismic analysis method considering wall participation for ancient timber frame buildings. Journal of Building Structures, 39(9): 45—52. (in Chinese)

张辰啸, 2013. 古建抬梁式木结构抗震性能及数值模拟方法研究. 哈尔滨: 中国地震局工程力学研究所.

Zhang C. X. , 2013. Study on the seismic performance and numerical simulation methods of ancient beam-lifted timber structure. Harbin: Institute of Engineering Mechanics, China Earthquake Administration. (in Chinese)

张富文, 王卓琳, 蒋利学等, 2021. 内嵌砖墙穿斗木结构振动台试验研究. 土木工程学报, 54（2）: 10—19, 29

Zhang F. W. , Wang Z. L. , Jiang L. X. , et al. , 2021. Shaking table test research on embedded brick wall through bucket wood structure. China Civil Engineering Journal, 54(2): 10—19, 29. (in Chinese)

张敏, 2016. 木结构中斗栱及雀替力学性能研究——以太昊陵统天殿为例. 郑州: 郑州大学.

Zhang M. , 2016. Study on mechanical properties of Dougong and Queti in timber structure——a case of Tong Tian hall in Tai Hao mausoleum. Zhengzhou: Zhengzhou University. (in Chinese)

池田雄一, 2020. 壁長と壁倍率から評価した伝統的木造家屋の耐震性: 被害を受けた熊本県益城町の伝統的木造家屋の熊本地震強震動に対する地震応答性状. 歴史都市防災論文集, 14: 61—68.

村本真, 午來嵩顕, 2020. 一間幅全面塗り京土壁の繰り返し載荷実験に基づく履歴曲線のモデル化. 日本建築学会構造系論文集, 85（768）: 229—239.

Muramoto M., Gorai T., 2020. Hysteresis curve model for Kyoto mud wall based on cyclic loading tests. Journal of Structural and Construction Engineering (Transactions of AIJ), 85(768): 229—239. (in Japanese)

瀧野敦夫, 鈴木祥之, 2014. 東本願寺御影堂門における板壁構面の耐震性能と吸い付き桟を用いた補強法に関する実験的研究. 歴史都市防災論文集, 8: 25—32.

瀧野敦夫, 佐藤澪, 日比野惇等, 2020. 柱の傾斜復元力特性を含む礎石建ち板壁構面の繰り返し載荷実験. 歴史都市防災論文集, 14: 17—24.

清水秀丸, 向坊恭介, 堀川恵巳子等, 2010. 実大震動台実験による伝統的な木造建物の耐震性能検証に関する研究-部材断面が大きな地方型試験体の震動台実験結果. 日本建築学会構造系論文集, 75（657）: 2001—2008.

Shimizu H., Mukaibo K., Horikawa E., et al., 2010. Study on seismic performance of traditional wooden structure by full scale shaking table tests - Result of suburban typical house with large wooden section. Journal of Structural and Construction Engineering (Transactions of AIJ), 75(657): 2001—2008. (in Japanese)

清水秀丸, 向坊恭介, 堀川恵巳子等, 2011. 実大震動台実験による伝統的な木造建物の耐震性能検証に関する研究-部材断面がやや小さい都市近郊型試験体の震動台実験結果. 日本建築学会構造系論文集, 76（663）: 943—950.

Shimizu H., Mukaibo K., Horikawa E., et al., 2011. Study on verification of seismic performance of traditional wooden buildings by shaking table test - shaking table test results of urban suburban type test specimens with small cross section. Journal of Structural and Construction Engineering (Transactions of AIJ), 76(663): 943—950. (in Japanese)

清水一史, 村田晶, 吉富信太等, 2014. 高山市伝統構法木造建築物の3次元立体モデルによる地震応答解析. 歴史都市防災論文集, 8: 9—16.

山田耕司, 中治弘行, 長瀬正等, 2017. 伝統構法木造軸組における土塗り小壁の復元力評価法. 歴史都市防災論文集, 11: 95—102.

山田耕司, 中治弘行, 長瀬正等, 2018. 土塗り壁の耐力を用いた土塗り小壁の骨格曲線評価. 歴史都市防災論文集, 12: 15—22.

向坊恭介, 大橋好光, 清水秀丸等, 2009. 伝統的構法による実大木造建物の振動台実験. 歴史都市防災論文集, 3: 13—20.

須田達, 棚橋秀光, 中村友輔等, 2014. 水平加力実験による飾り組子欄間の構造性能. 歴史都市防災論文集, 8: 33—40.

羽原琢朗, 佐田貴浩, 岸本和貴等, 2022. 木造住宅の設計情報及び微動計測を用いた非構造要素を考慮した初期層剛性の推定モデルの構築. 日本建築学会構造系論文集, 87（791）: 42—48.

Habara T., Sada T., Kishimoto K., et al., 2022. Estimation of initial stiffness based on design information and microtremor measurement of wooden houses. Journal of Structural and Construction Engineering (Transactions of AIJ), 87(791): 42—48. (in Japanese)

中嶋裕典, 野村直樹, 田口仙市郎, 2019. 古代の重層鐘楼の構造特性に関する実験的研究. 歴史都市防災論文集, 13: 53—60.

中治弘行, 大串来華, 2019. 束で分割された土塗り垂れ壁付大断面木造軸組の耐震性能評価実験. 歴史都市防災論文集, 13: 91—98.

Dai J. W. , Yang Y. Q. , Bai W. , 2019. Shaking table test for the 1: 5 architectural model of Qin-an Palace with wooden frame structure in the Forbidden City. International Journal of Architectural Heritage, 13(1): 128—139. doi: 10.1080/15583058.2018.1497225

Dutu A. , Yamazaki Y. , Sakata H. , 2018. Shear spring model proposed for seismic evaluation of a timber framed masonry infilled wall. Engineering Structures, 167: 671—682. doi: 10.1016/j.engstruct.2018.02.061

Meireles H. , Bento R. , Cattari S. , et al. , 2012. A hysteretic model for “frontal” walls in Pombalino buildings. Bulletin of Earthquake Engineering, 10(5): 1481—1502. doi: 10.1007/s10518-012-9360-0

Poletti E., Vasconcelos G., 2015. Seismic behaviour of traditional timber frame walls: experimental results on unreinforced walls. Bulletin of Earthquake Engineering, 13(3): 885—916.

Qu Z. , Fu X. , Kishiki S. , et al. , 2020. Behavior of masonry infilled Chuandou timber frames subjected to in-plane cyclic loading. Engineering Structures, 211: 110449. doi: 10.1016/j.engstruct.2020.110449

Vasconcelos G. , Poletti E. , Salavessa E. , et al. , 2013. In-plane shear behaviour of traditional timber walls. Engineering Structures, 56: 1028—1048. doi: 10.1016/j.engstruct.2013.05.017

Vieux-Champagne F. , Sieffert Y. , Grange S. , et al. , 2014. Experimental analysis of seismic resistance of timber-framed structures with stones and earth infill. Engineering Structures, 69: 102—115. doi: 10.1016/j.engstruct.2014.02.020

Wu C. W. , Zhang X. C. , Xue J. Y. , et al. , 2022. Effect of performance degradation and infilled walls on seismic fragility assessment of traditional Chinese timber-frame structure. International Journal of Architectural Heritage, 16(8): 1252—1269. doi: 10.1080/15583058.2021.1879311

Xie Q. F. , Wang L. , Li S. Y. , et al. , 2020. Influence of wood infill walls on the seismic performance of Chinese traditional timber structure by shaking table tests. Bulletin of Earthquake Engineering, 18(10): 5009—5029. doi: 10.1007/s10518-020-00886-0

Xie Q. F. , Tong Y. Y. , Zhang L. P. , et al. , 2021. Seismic behavior of Chinese traditional timber frames with masonry infill wall: experimental tests and hysteretic model. International Journal of Architectural Heritage, 15(8): 1130—1144. doi: 10.1080/15583058.2019.1665140

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