欢迎访问林业科学,今天是

林业科学 ›› 2011, Vol. 47 ›› Issue (4): 135-140.doi: 10.11707/j.1001-7488.20110421

• 论文 • 上一篇    下一篇

宁波保国寺大殿瓜棱柱内部构造初探

陈勇平1, 王天龙2, 李华1, 刘秀英1, 余如龙3   

  1. 1. 中国林业科学研究院木材工业研究所 国家林业局木材科学与技术重点实验室 北京 100091;2. 北京林业大学材料科学与技术学院 北京 100083;3. 宁波保国寺文物研究所 宁波 315000
  • 收稿日期:2009-05-18 修回日期:2009-07-10 出版日期:2011-04-25 发布日期:2011-04-25
  • 通讯作者: 刘秀英

Preliminary Study on the Melon-Shaped Column Structure in the Grand Hall of Ningbo Baoguo Temple

Chen Yongping1, Wang Tianlong2, Li Hua1, Liu Xiuying1, Yu Rulong3   

  1. 1. Key Laboratory of Wood Science and Technology of State Forestry Administration Research Institute of Wood Industry, CAF Beijing 100091;2. College of Material Science and Technology, Beijing Forestry University Beijing 100083;3. Cultural Relics of Institute of Baoguo Temple in Ningbo Ningbo 315000
  • Received:2009-05-18 Revised:2009-07-10 Online:2011-04-25 Published:2011-04-25

摘要:

利用无损检测法对宁波保国寺大殿承重的瓜棱柱进行勘查和取样,根据阻力仪曲线的轮廓外形和走势,辅助不同的进针方向,推断瓜棱柱的内部构造,为大殿的保护和修缮提供基础数据支持。结果表明:保国寺大殿中C5,C6,D6,E3,E6,F3,F4,F5,F6为整木柱; D4,D5,E4,E5为瓜棱拼合柱; C4,D3为包镶式瓜棱柱; C3为一特定构造柱。

关键词: 无损检测, 瓜棱柱, 阻力曲线, 内部构造

Abstract:

In this study, the main load-bearing melon-shaped columns of the grand hall of Ningbo Baoguo Temple were examined by nondestructive testing method, and a resistograph was used to probe into the interior structure of these columns based on the resistance curve outline and shape generated by this instrument, combined with different feeding direction of the probe pin. The current study was aimed at providing fundamental data for the renovation and preservation of the grand hall. The results showed that C5,C6,D6,E3,E6,F3,F4,F5,F6 are melon-shaped columns, D4,D5,E4,E5 are jointed melon-shaped columns, C4,D3 are melon-shaped columns with bundles, C3 is special melon-shaped column.

Key words: nondestructive testing, melon-shaped column, resistance curve, interior structure

中图分类号: