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龙滩电站洞室群围岩锚固中的新材料和新工艺 被引量:1

New Materials and New Techniques of Anchorage during Surrounding Rock of Underground Caves of Longtan Hydropower Station
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摘要 龙滩水电站发电地下洞室群围岩锚固设计中,为确保洞室群围岩稳定、提高支护材料耐久性、加快施工进度、简化施工工艺,根据设计论证,通过现场试验,已成功地采用了水泥药卷预应力锚杆和无粘结防腐预应力锚索、喷钢纤维混凝土、喷聚丙烯微纤维混凝土等新材料和新工艺。这保证了工程质量,确保了发电工期。 During the anchorage design of the underground powerhouse surrounding rocks of Eongtan Hydropower Station, In order to guarantee steady of surrounding rocks, raise the endurance of support material, speed up constrction and simplification constrction technique, On the basis of design demonstration, By means of on-site test, New materials and new techniques such as cement-roll prestressed bolt, preservation non-bond prestressed tendon, steel fibre shotcrete and polypropylene fibre shotcrete have been adopted successfully. So it guarantees the project quality and the generation schedule and has the tremendous economic results.
作者 张孝松 禹喜
出处 《水力发电》 北大核心 2006年第3期60-62,共3页 Water Power
关键词 围岩锚固 水泥药卷 预应力锚杆 无粘结预应力锚索 钢纤维 聚丙烯微纤维 喷射混凝土 龙滩水电站 anchorage during surrouding rock cement-roll pre-stressed bolt non-bond pre-stressed tendon steel fibre polypropylene fibre shotcrete Longtan Hydropower Station
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  • 1.GB50086-2001锚杆喷射混凝土支护技术规范[S].北京:中国计划出版社,2001..
  • 2Post Tensioning Institute.American Code PTI.Recommendations for Pre-stressed Rock and Soil Anchors[S].Phoenix,USA:Federal Highway Administration,1986.
  • 3British Standards Institution.DDRI:1982 Code of Practice for Ground Anchorages:Draft for Development[S].London:British Standards Institution,1982.
  • 4土质工学会.日本地层锚杆设计施工基准[S].东京:新日本印刷株式会社,1990.
  • 5The Institute of Architects and Engineers.Recommendation for the Design and Construction of Pre-stressed Ground Anchorage[S].London:FIP Publications,1991.
  • 6梁维天,邹万鹏,韩凯,顾志江.浅析钻孔偏斜的若干问题[J].矿业工程,2009,7(2):65-67. 被引量:10
  • 7犹香智,陈刚,胡成.黄岛地下储油库渗流场模拟[J].地下水,2010,32(2):140-142. 被引量:11
  • 8郭冬生.三峡永久船闸高强锚杆施工与锚杆应力分析[J].岩石力学与工程学报,2002,21(2):257-260. 被引量:11

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