钻孔灌注桩在水利工程中的应用技术-期刊之家_中文核心期刊_期刊论文发表_期刊征稿_职称论文发表_您身边的期刊投稿论文发表专家! 关键词:钻孔灌注桩;施工;应用 [gap=774]Keywords: bored piles; construction; application
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对如何提高建筑工程中钻孔桩施工技术水平的探讨_建筑科学论文 关键词:钻孔桩;施工技术;质量 [gap=159]Key words: bored piles; construction technology; quality
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原创:灌注桩技术在桥梁施工中的应用 - 经济法律论文发表 - xzbu.com 中国论文网 关键词:钻孔灌注桩;灌注桩;桥梁施工 [gap=234]Keywords: bored piles; Filling pile; Bridge construction
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...xzbu.com 中国论文网 关键词:钻孔灌注桩;成孔垂直度;孔径;桩端持力层;钢筋笼质量;砼质量 [gap=614]Keywords: bored piles; Into hole vertical degree; Aperture; The pile bearing; Reinforcing cage quality; Concrete quality ..
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rotary drilling bored piles 旋挖钻孔桩
long spiral bored piles 长螺旋钻孔灌注桩
Of bored piles 钻孔灌注桩
Figure Bored Piles 桥梁钻孔桩施工工艺图
pre-bored piles 钻孔灌注桩
long bored piles 钻孔灌注长桩
deep bored piles 深孔灌注桩
root bored piles 树根桩
Cast-in-situ piles with expanded branches or plates based on common concrete bored piles are a new type of piles foundation, which have been marked economic and social benefits.
挤扩支盘桩是在普通混凝土钻孔灌注桩的基础上衍生出来的一种新型的桩基础,具有显著的经济效益和社会效益。
参考来源 - 竖向荷载作用下挤扩支盘桩承载力试验研究和沉降计算The research results of the paper verifies the reliability of the pile foundation's design of Nenjiang river Bridge project on QiBai highway from DaXing to AiLunSuo. It also provides a useful method of large-diameter bored piles for the settlement calculation.
本文的研究成果验证了齐白公路大兴至艾伦梭口段嫩江大桥基桩设计的可靠性,并为超长钻孔桩的沉降计算提供了有益的计算方法。
参考来源 - 超长钻孔桩竖向承载能力试验及沉降计算方法的研究The main span of bridge is 65+5×100+65m. The superstructure of main bridge is prestressed concrete rigid frame-continuous bridge . The substructure is double thin wall piers, and pile group foundation by bored piles.
主桥上部结构采用预应力混凝土刚构-连续桥,下部采用双薄壁桥墩,钻孔灌注桩群桩基础。
参考来源 - 龙华松花江特大桥设计与研究·2,447,543篇论文数据,部分数据来源于NoteExpress
Property of slurry has direct impact on the bearing capacity and skin friction of bored piles.
泥浆性能直接影响钻孔桩的承载力和桩侧摩阻力。
This paper introduces the design treatment of karst caves at the location of bored piles at karst district.
本文就岩溶地区钻孔灌注桩处在溶洞处的设计处理作一介绍。
According to the depth of the circumstances of the excavation, the bored piles and soil anchor-bar are adopted.
根据周边环境的情况和开挖的深度,采用了钻孔灌注桩和土钉锚杆相结合的支护形式。
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