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低碳环保型建筑基坑支护新技术 被引量:8

New Building Foundation Pit Supporting technologies with Low carbon environmental protection
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摘要 传统的土钉墙都是由高耗能高排放的水泥和钢筋构成。毛竹是一种可再生资源,具有抗拉强度高,短期强度相对稳定,长期强度逐渐降低。毛竹的这种特性,符合建筑基坑支护临时性特点。本文提出的低碳环保型毛竹复合土钉墙基坑支护技术,具有取材科学合理、绿色环保、经济、安全等优点,有着广阔的应用前景,是对现行土钉墙的结构用材和构筑理念上的重大突破。具体措施是,在基坑土钉墙支护结构中以毛竹取代了钢质土钉,面层砼中用竹篾网取代钢筋网,基坑坡脚的毛竹排桩与毛竹土钉连在一起构成复合土钉墙结构,能使基坑得到可靠的支护。文章详细阐述了毛竹复合土钉墙基坑支护机理、数值分析、计算方法及工程应用。 Bamboo is a kind of renewable resources with characteristics of strong reproductive capacity , quick grown and short growth cy-cle.In this paper, a new foundation pit support technology of bamboo composite soil nailing wall which is low carbon environmental protec -tion was introduced.This technology has advantages of scientific and reasonable , green environmental protection , economy, safety, etc. And it has a broad application prospect which is a breakthrough of current soil nailing wall structure material and building concept .Its tech-nique detail is applying bamboo instead of steel soil nail in the foundation pit soil nail wall supporting structure and bamboo split net instead of steel fabric in surface concrete , so the bamboo piles at foundation pit slope foot and bamboo soil nailing together constitute the structure of composite soil nailing wall , can get reliable support of foundation pit .The article expounds on the supporting mechanism , numerical a-nalysis, calculation methods and engineering application of bamboo composite soil nailing wall foundation pit .
作者 郑桂心
出处 《福建建设科技》 2014年第2期1-5,共5页 Fujian Construction Science & Technology
关键词 低碳 环保 毛竹 复合土钉墙 low carbon environmental protection bamboo composite soil nailing wall
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参考文献12

  • 1GASSEER, G. & GUDEHUS, G. Soil Nailing - Some Aspects of a New Technique[ C]. Proc. 10th Int. Conf. S. M. F. E, Stockholm, 1981, Vol. 3, Session 12,665 - 670.
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  • 8郑桂心.毛竹土钉在超软土基坑支护中的应用[J].地下空间与工程学报,2009,5(A6):1217-1219. 被引量:14
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二级参考文献4

共引文献75

同被引文献48

  • 1童林旭.中国城市地下空间的发展道路[J].地下空间与工程学报,2005,1(1):1-6. 被引量:65
  • 2赵云鹏,倪惠飞.土钉墙支护施工技术与检测[J].山西建筑,2006,32(2):119-120. 被引量:5
  • 3中华人民共和国住房和城乡建设部.JGJ120-2012建筑基坑支护技术规程[S].北京:中国建筑工业出版社,2012.
  • 4GASSEER,G.&GUDEHUS,G.Soil Nailing-Some Aspects of a New Technique[C].Proc.10th Int.Conf.S.M.F.E,Stockholm,1981,Vol.3,Session 12,665-670.
  • 5S.A.Tan,P.H.Ooi,T.S.Park,and W.L.Cheang.Rapid Pullout Test of Soil Nail[J].Journal of Geotechnical and Geoenvironmental Engineering.2008,134(9):1327-1338.
  • 6Bhaskar Joshi.Behavior of Calculated Nail Head Strength in SoilNailed Structures[J].Journal of Geotechnical and Geoenvironmental Engineering.2003,129(9):819-828.
  • 7Brandl,H.Energy foundations and other thermo-active ground structures[J].Geotechnique,2006,56(2),81-122.
  • 8清华大学土木工程系,总参工程兵科研三所等.CECS96:97基坑土钉支护技术规程[S].北京:中国工程建设标准化协会,1997.
  • 9中国建筑科学研究院等.JGJ 120-2012建筑基坑支护技术规程[S].北京:中国建筑工业出版社,2012.
  • 10S.A.Tan,P.H.Ooi,T.S.Park,and W.L.Cheang.Rapid Pullout Test of Soil Nail[J].Journal of Geotechnical and Geoenvironmental Engineering.2008,134(9):1327-1338.

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