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    张典, 于永柱, 管成, 王辉, 张厚江, 辛振波. 故宫养心殿墙体木柱缺陷状况无损检测研究[J]. 北京林业大学学报, 2021, 43(5): 127-139. DOI: 10.12171/j.1000-1522.20210028
    引用本文: 张典, 于永柱, 管成, 王辉, 张厚江, 辛振波. 故宫养心殿墙体木柱缺陷状况无损检测研究[J]. 北京林业大学学报, 2021, 43(5): 127-139. DOI: 10.12171/j.1000-1522.20210028
    Zhang Dian, Yu Yongzhu, Guan Cheng, Wang Hui, Zhang Houjiang, Xin Zhenbo. Nondestructive testing of defect condition of wall wood columns in Yangxin Hall of the Palace Museum, Beijing[J]. Journal of Beijing Forestry University, 2021, 43(5): 127-139. DOI: 10.12171/j.1000-1522.20210028
    Citation: Zhang Dian, Yu Yongzhu, Guan Cheng, Wang Hui, Zhang Houjiang, Xin Zhenbo. Nondestructive testing of defect condition of wall wood columns in Yangxin Hall of the Palace Museum, Beijing[J]. Journal of Beijing Forestry University, 2021, 43(5): 127-139. DOI: 10.12171/j.1000-1522.20210028

    故宫养心殿墙体木柱缺陷状况无损检测研究

    Nondestructive testing of defect condition of wall wood columns in Yangxin Hall of the Palace Museum, Beijing

    • 摘要:
        目的  古建筑墙体木柱部分或全部被墙体包裹,木柱与墙体接触部分易腐朽,检测操作空间差。通过对故宫养心殿墙体木柱缺陷状况的无损检测研究,探索墙体木柱缺陷状况无损检测评估方法,揭示墙体木柱腐朽存在的规律,为养心殿木柱修缮工作提供依据,也为其他木结构古建筑墙体木柱的无损检测和缺陷评估提供借鉴。
        方法  以养心殿正殿、梅坞、东配殿、西配殿4座建筑中的68根墙体木柱为研究对象,首先利用木柱的外露面、透风口或拆口,进行现场检测,内容包括外部缺陷检测、敲击检测、内部缺陷检测、含水率检测和树种取样;然后对现场检测获得的木柱尺寸、缺陷类型和尺寸、微钻阻力曲线等数据资料进行汇总分析,评估每根被测木柱的缺陷情况,总结墙体木柱腐朽分布规律。
        结果  养心殿墙体木柱整体保存状况较好;养心殿墙体木柱外部和内部缺陷的形式是不同的,外部缺陷的主要形式为外部腐朽和材料缺失,内部缺陷的主要形式为内部腐朽和空洞,而这两种缺陷的次要形式均为裂纹;对单根木柱而言,在横向截面上腐朽主要发生在木柱与墙体接触的区域,在纵向上腐朽主要发生在木柱底部,自下而上腐朽程度逐渐减轻;对全体木柱而言,双面外露木柱发生腐朽的概率较低,单面外露木柱发生腐朽的概率较高,完全被墙体包裹的木柱最容易发生腐朽。
        结论  本研究所采用的方法用于墙体木柱缺陷状况无损检测评估是可行的,墙体木柱的位置、被包裹程度和树种对其缺陷状况均有影响。

       

      Abstract:
        Objective  The wall wood columns of ancient building are partly or completely wrapped by the wall. It is easy to decay for the contact part between the wood column and the wall, and the detection operation space is narrow. Through the study on the nondestructive testing for defect status of the wall wood columns in Yangxin Hall of the Palace Museum of Beijing, the nondestructive testing method of the defect status and the existence law of the decay for the wall wood columns were explored and revealed, respectively, which provides the basis for the repair work of the wall wood columns in Yangxin Hall, and also provides reference for the nondestructive testing and defect evaluation for the wall wood columns in other ancient wooden buildings.
        Method  68 wall wood columns in the Main Hall, Meiwu Hall, East Hall and West Hall of Yangxin Hall were used as the research objects. First of all, the exposed face, air vent and opening of wood columns were used for field detection, including external defect detection, knocking detection, internal defect detection, moisture content detection and tree species sampling. Then, the data of wood column size, defect types and size, micro drill resistance curve and so on were collected and analyzed to evaluate the defect status of each wood column tested, and the decay distribution law of the wall wood columns was summed.
        Result  The wall wood columns in Yangxin Hall were relatively complete. The results showed that there were different forms for the external and internal defects of the wall wood columns in Yangxin Hall. The main forms of external defects were external decay and material missing, and the main forms of internal defects were internal decay and cavity, and the secondary forms of these two main defects were cracks. For a single wood column, the decay mainly occurred in the area where the wood columns were in contact with the wall at the cross section. In the longitudinal, decay mainly occurred in the bottom of wood column, and the decay decreased with the height. The probability of decay for two-sided exposed wood columns was the lowest and followed by the single-sided exposed wood columns, and the completely wrapped wood columns were the highest.
        Conclusion  The method used in this study is feasible for nondestructive testing and evaluation for defect status of the wall wood columns, and the position, wrapping degree and tree species of wall wood columns have influence on their defect status.

       

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