联想后海大厦超高层建筑后注浆灌注桩设计
引用文献：
李斌 何宝华 李宏波 朱立刚 邹金林 孙强. 联想后海大厦超高层建筑后注浆灌注桩设计[J]. 建筑结构，2023，48（03）：133-137，151.
LI Bin HE Baohua LI Hongbo ZHU Ligang ZOU Jinlin SUN Qiang. Design of post-grouting piles for super high-rise building of Lenovo Houhai Building[J]. Building Structure，2023,48（03）：133-137，151.
摘要：联想后海大厦位于深圳后海中心区，两栋塔楼在高区悬挑转换，均采用框架-核心筒(带高位转换)结构体系，对基础沉降极为敏感。项目所在场地基岩面较深，大部分区域中风化岩埋深超过120m,超高层建筑采用嵌岩桩施工困难。项目结合后海地区其他项目经验，最终选用桩端及桩侧均后注浆的灌注桩技术，以强风化岩为桩基础持力层。通过在承压及抗拔试验桩上对应位置设置压力应变片，静载试验分级加载时同步读取应变数据并推算不同桩身处的应力，分析后海地区桩侧不同土层及桩端持力层在后注浆施工工艺下对应的土层后注浆增强系数与规范建议值的差异，最终确定后注浆端阻及侧阻参数，优化了承压及抗拔桩，节约造价并缩短工期。
关键词：超高层建筑；转换结构；灌注桩；后注浆工艺；原位静载试验；
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参考文献[1] 深圳联想后海项目超限高层建筑抗震设防可行性论证报告[R].深圳:筑博设计股份有限公司,2017.
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[2] 柯玉伟,李斌,何宝华,等.联想泰伦广场塔楼结构方案比选与设计[J].建筑结构,2020,50(14):10-19.
[3] 泰伦广场项目详细勘察阶段岩土工程勘察报告[R].深圳:深圳市勘察测绘院有限公司,2017.
[4] 张伟,王兴法,刘俊,等.大直径超长摩擦灌注桩在深圳地区应用研究[J].建筑结构,2013,43(23):92-99.
[5] 黄生根,彭从文.灌注桩后注浆技术原理与工程实践[M].武汉:中国地质大学出版社,2016.
[6] 张忠苗.灌注桩后注浆技术及工程应用[M].北京:中国建筑工业出版社,2009.
[7] 建筑桩基技术规范:JGJ 94-2008[S].北京:中国建筑工业出版社,2008.
[8] 郭方胜,刘李智.高层建筑中钻孔灌注桩后注浆技术的分析及应用[J].建材世界,2014,35:29-31.
[9] 建筑基桩检测技术规范:JGJ 106-2014[S].北京:中国建筑工业出版社,2014.
[10] 建筑地基基础设计规范:DBJ 15-31-2016[S].北京:中国建筑工业出版社,2016.
Design of post-grouting piles for super high-rise building of Lenovo Houhai Building
Abstract: Lenovo Houhai Building is located in the central area of Houhai, Shenzhen. The two towers extend and transfer in the high area, and both of them adopt the frame-core tube with high level transfer structure system, which is extremely sensitive to the foundation settlement. The bedrock surface of the project site is deep, and the buried depth of moderately weathered rock in most areas is more than 120m. Under such situation, it is extremely difficult to adopt rock-socketed piles for super high-rise building. Combined with the experience of other projects in Houhai area, the project finally selects the cast-in-place pile technology of post grouting at the pile end and pile side, and take the moderately weathered rock as the pile foundation bearing stratum. By setting pressure strain gauges on the corresponding positions of the bearing and uplift test piles, synchronously reading the strain stress data and calculating the stresses of different piles during the static load test stage loading, the difference between the corresponding soil layer post grouting actual improvement coefficients and the recommended values in the code under the post grouting construction technology of different soil layers at the pile side and also pile end bearing layers in Houhai area was analyzed. Finally, the post grouting end resistance and side resistance parameters were determined, the bearing and uplift piles were optimized, the cost was saved and the construction period was shortened.
Keywords: super high-rise building; transfer structure; cast-in-place pile; post-grouting technology; in situ static load test
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