A new technology of reinforcement by cast-in-place pile foundation in karst areas
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摘要: 为解决岩溶地基上高层建筑桩基缺陷问题,提出了一种采用低坍落度塑性砼对缺陷桩基础进行加固处理的可控压密注浆技术。此技术通过特制高压泵,将强度不低于20 MPa、坍落度不大于50 mm的低坍落度砼压入强岩溶发育地层,形成有效桩径,以改善桩基缺陷。通过现场试验与全面施工,开发出成套施工工艺,有效解决了灰岩地区桩基础持力层缺陷问题。Abstract: To solve the defect of pile foundation of high buildings on karst foundation, this paper proposes a controllable pressure-tight grouting technology that uses low slump plastic concrete to reinforce the defect pile foundation. This technology uses a special high-pressure pump to form an effective pile diameter to improve pile foundation defects, which presses low slump with a strength of no less than 20 MPa and a slump of no more than 50mm into the strong karst development stratum. By means of in-situ tests and full-scale construction, a complete set of construction technology has been developed, which can be effectively applied to the treatment of bearing layer defects of pile foundation in limestone areas.
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Key words:
- low slump concrete /
- controllable compaction grouting /
- karst /
- foundation treatment
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[1] 熊志涛,刘鹏瑞,杨涛,等.江夏法泗岩溶塌陷区冲孔桩施工引发岩溶塌陷的成因机理[J].中国岩溶,2018,37(1):120-129. [2] 苏磊.钻孔灌注桩缺陷桩处理实践[J].建筑技术,2015,46(S2):259-260. [3] 程新俤.浅析桥梁钻孔桩基础质量缺陷的几种成因及其处置和避免措施[J].江西建材,2014(4):189-192. [4] 王家全,王宇帆,苏小舟,等.岩溶区灌浆处理桩端缺陷及其质量判定方法研究[J].混凝土,2013,37(4):133-136. [5] 石振明,沈丹祎,彭铭,等.岩溶地区桩基施工溶洞处理技术:以吉安永和大桥桩基施工为例[J].工程地质学报,2015,23(6):1160-1167. [6] 黄柳云,王家全,吴辉琴.岩溶地区桩基嵌岩缺陷的分析及处理措施[J].广西工学院学报,2012,23(4):13-17. [7] 雷健,何刚,邓才广.岩溶地区桩基施工主要事故通病及质量隐患防治对策[J].探矿工程(岩土钻掘工程 ),2010,37(1):53-56. [8] 张金纯,王海燕.高压喷射注浆法在岩溶区处理冲孔桩基缺陷及桩底溶洞的应用[J].西部探矿工程,2013,25(8):5-6.
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