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矩形钢模管加翼干提土咬合灌注桩研究

邹正盛, 孔清华, 孔红斌, 范新定, 孔超

邹正盛, 孔清华, 孔红斌, 范新定, 孔超. 矩形钢模管加翼干提土咬合灌注桩研究[J]. 岩土工程学报, 2011, 33(sup2): 304-307.
引用本文: 邹正盛, 孔清华, 孔红斌, 范新定, 孔超. 矩形钢模管加翼干提土咬合灌注桩研究[J]. 岩土工程学报, 2011, 33(sup2): 304-307.
ZOU Zheng-sheng, KONG Qing-Hua, KONG Hong-bin, FAN Xin-ding, KONG Chao. Secant winged case-in-place piles with rectangular case and soil dragline[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 304-307.
Citation: ZOU Zheng-sheng, KONG Qing-Hua, KONG Hong-bin, FAN Xin-ding, KONG Chao. Secant winged case-in-place piles with rectangular case and soil dragline[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 304-307.

矩形钢模管加翼干提土咬合灌注桩研究  English Version

详细信息
    作者简介:

    邹正盛 ( 1963 – ) ,男,江西临川人,博士,教授,主要从事岩土工程的研究与教学工作。

  • 中图分类号: TU473

Secant winged case-in-place piles with rectangular case and soil dragline

  • 摘要: 矩形截面桩与圆形截面桩性能上的一个显著差别是前者的抗弯能力强。基于此,提出了矩形钢模管护壁干取土咬合灌注桩方法,并详细介绍了施工工艺新技术。新技术是通过在模管侧边焊接钢凸边形成的带翼矩形钢模管护壁,用专用提土器取净钢模管内土体,置入钢筋骨架,灌入混凝土,再振动拔出钢模管即成桩;通过邻桩切割前桩凸边混凝土,与前桩实现无接缝咬合。该技术是能替代目前传统的圆形截面支护桩的节能减排低碳技术,实施无泥浆排放施工。专用矩形取土装置和快速接管 ( 杆 ) 技术,使得施工效率大大提高。
    Abstract: A significant difference between the rectangular cross-section pile and the circular cross-section pile in performance is that the former has higher bending resistance . Based on this, a new technology for secant winged case-in-place piles is proposed, and its construction process is introduced. The pile formation by this new technology is as follows: first, the winged steel pipe which is welded with steel convex is used to support the wall; secondly, a special soil dragline is applied to draw the soil out clearly in the steel pipe; thirdly, the reinforcement cage is put in and the concrete is poured into the pipe; finally, the steel pipe is remove d and the pile is formed. In addition, jointless interlocking with the former pile is realized through cutting its convex concrete. T his technology, which can replace the current traditional circular cross-section pile, is a conserving energy and reducing emission technology due to non-mud emission construction. The construction efficiency is improved gre atly by the special rectangular soil dragline and fast pole connecting technology.
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    [2] 王安龙 . 钻孔咬合桩 — 地铁工程围护结构新型式 [J]. 铁道工程学报 , 2003(1): 53 – 59. (WANG An-long. Drilling pile – a new style of metro protecting structure[J]. Journal of Railway Engineering Society, 2003(1): 53 – 59. (in Chinese))
    [3] 陈 斌 , 施 斌 , 林 梅 . 南京地铁软土地层咬合桩围护结构的技术研究 [J]. 岩士工程学报 , 2005, 27 (3): 354 – 357. (CHEN Bin, SHI Bin, LIN Mei. A study on the secant pile in soft soil for nanjing metro project[J]. Chinese Journal of Geotechnical Engineering, 2005, 27 (3): 354 – 357 . (in Chinese) )
    [4] 张佐汉 , 刘国楠 , 胡荣华 . 深圳地区钻孔咬合桩围护结构施工技术的研究 [J]. 铁道建筑 , 2010(5): 37 – 42. (ZHANG Zhuo-han, LIU Guo-nan, HU Rong-hua. Research of construction technology of drilling bitten piles for supporting in Shengzhen area[J]. Railway Engineering, 2010(5): 37 – 42. (in Chinese))
    [5] 卜 林 , 曾华健 , 吴传清 . 全套管钻孔咬合桩防渗支护结构在深基坑工程中的应用 [J]. 土工基础 , 2010, 24 (4): 10 – 13. (BU Lin, ZENG Hua-jian, WU Chuan-qing. Application of all casing drill and interlocking pile in impervious retaining strcture for soft soil deep excavation project in the pearl river delta[J]. Soil Engineering and Foundation, 2010, 24 (4): 10 – 13. (in Chinese))
    [6] 孔清华 . 干作业钢筋混凝土灌注桩的成桩装置 : 中国 , ZL200820086191.8[P]. 2008. (KONG Qing-hua, et al. Case-in-place pile-formed Equipment by drily construction: China, ZL200820086191.8[P]. 2008. (in Chinese))
    [7] 孔 超 , 孔红斌 . 干取土咬合矩形灌注桩成桩装置与成桩方法 : 中国 , 201010040026.0[P]. 2010. (KONG Chao, KONG Hong-bin. Equipment and method to form a rectangular secant case-in-place pile with drawing-out soil drily: China, 201010040026.0[P]. 2010. (in Chinese))
    [8] 孔 超 , 孔红斌 . 一种干取土矩形灌注桩成桩装置与方法 : 中国 , 201010040028.x[P], 2010. (KONG Chao, KONG Hong-bin. Equipment and method to form a rectangular case-in-place pile with drawing-out soil drily: China, 201010040028.x[P]. 2010. (in Chinese))
    [9] 孔 超 , 孔红斌 . 一种干取土矩形灌注桩的成桩装置 : 中国 , ZL201020049963.8[P]. 2010. (KONG Chao, KONG Hong-bin. Equipment to form a rectangular case-in-place pile with drawing-out soil drily: China, ZL201020049963.8 [P]. 2010. (in Chinese))
    [10] 孔清华等 . 钢管护壁干取土灌注桩成桩装置 : 中国 , ZL200820122183.4[P]. 2008. (KONG Qing-hua. et al. Case-in-place pile-formed equipment with hole-protected steel tube and soil dragline: China, ZL200820122183.4[P]. 2008. (in Chinese))
    [11] 孔 超 , 孔红斌 . 高频振压干排土灌注桩成桩装置与方法 : 中国 , 201010520402.6[P]. 2010. (KONG Chao, KONG Hong-bin. Equipment and method to form case-in-place pile by high frequent vibration and pressing and drawing-out soil drily: China, ZL201010520402.6[P]. 2010. (in Chinese))
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出版历程
  • 收稿日期:  2011-08-07
  • 发布日期:  2011-12-06

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