摘要
微生物灌浆加固劣化砌体结构是在不适合使用石灰、水泥和环氧树脂等传统灌浆材料情况下,在被加固空腔内原位填充颗粒,使其作为加固材料的骨架,并通过注入微生物和胶凝溶液的方法,在填充颗粒孔隙内诱导生成碳酸钙、胶凝颗粒,形成具有一定强度的微生物砂浆体。通过微生物加固实验室简化模型与现场灌浆试验等方法相结合,对高强度微生物砂浆加固各类劣化砌体的方法进行优化研究,为微生物灌浆技术应用于高质量砖石砌体文物建筑加固提供了有益的经验。
Microbial grouting reinforcement to repair the deterioration of masonry structures involves injecting microorganisms and nutrient solution （a cementation solution） into existing granular system pores to induce the generated calcium carbonate cementation to form a microbial mortar of certain strength. Microbial grouting reinforcement is used when traditional grouting materials, such as lime, cement and epoxy, cannot be employed. The effects of the main factors on the strength formation of microbial mortar were systematically studied through the simplified laboratory and in-situ models. Thus, the methods for strengthening all sorts of deteriorated masonries by high-strength microbial mortar could be optimized, which would provide a basis for the using of microbial grouting technique in high-quality reinforcement of historical masonry buildings.
出处
《工业建筑》
CSCD
北大核心
2015年第7期48-53,共6页
Industrial Construction
基金
国家文物局科技支撑项目(20070117)
关键词
劣化砖石建筑
微生物注浆
实验室模型试验
原位试验
deteriorated masonry buildings
microbial grouting
laboratory model test
in-situ experiment
