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植物纤维加筋土在泥塑文物修复工作中应用的可行性

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天津蓟州区独乐寺中的十一面观音像的粗泥层表面产生破碎、起甲、龟裂、酥碱等病害。为找到修复泥塑文物粗泥层所用加筋土的最佳配比,探究麦秆纤维和细砂的含量对泥塑文物粗泥层的影响,以不同砂/纤维配比的粗泥层试样为研究对象,开展干燥收缩试验和抗压、抗拉试验,并结合扫描电子显微镜照片进行分析。结果表明,观音像粗泥层中的掺和物为砂、纤维;砂含量不同时,粗泥层试样中的纤维对试样失水收缩过程的作用效果不同。纤维的加入使试样在受压和受拉时由脆性破坏转变为塑性破坏,纤维和砂含量在影响试样抗压强度方面具有较复杂的联系。试样中加入砂可降低粗泥层的收缩率,加入纤维可抑制试样的干燥收缩现象,并降低粗泥层总质量,改善泥塑文物损害。
Feasibility study on the application of plant fiber reinforced soil in the restoration of clay relics
The surface of the rough clay layer of the eleven faced Guanyin statue in Dule Temple in Jixian County,Tianjin,has met with surface breakage,nail,crack,shortening and other diseases.In order to find out the best ratio of reinforced soil used in repairing the coarse clay layer of the statue,the influence of the content of straw and fine sand on the coarse clay layer of clay relics was investigated.Coarse clay lay-er samples with different sand-fiber ratio were taken as the research object,and drying shrinkage test,compressive and tensile tests were carried out,with the following conclusions drawn in combination with the results of scanning electron microscope:the admixture in the coarse clay layer of Guanyin image is of sand and fiber.Under different sand content,the fiber in coarse clay layer has a different effect on the shrinkage process of water loss.The addition of fiber makes the specimen change from brittle failure to plastic failure under compression and tension.The fiber content and sand content have a complicated rela-tionship in influencing the compressive strength of the specimen.The addition of sand to the sample can reduce the shrinkage rate of the coarse clay layer,while the addition of fiber is mainly to restrain the dry-ing shrinkage of the sample,reduce the total weight of the coarse clay layer and improve the damage of clay relics.

painted clay sculpturelinear shrinkage ratiounconfined compressive strengthtensile strengthmost optimal proportion

秦立科、郭瑞琦、甄刚、涂勇、王鑫、谭可馨

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西安科技大学建筑与土木工程学院,岩土文物与遗迹保护研究所,西安 710054

陕西省文物保护研究院,西安 710075

泥塑文物 轴向收缩率 无侧限抗压强度 抗拉强度 最优配比

2024

兰州大学学报(自然科学版)
兰州大学

兰州大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.855
ISSN:0455-2059
年,卷(期):2024.60(6)