民权县清华园小区8#楼施工组织设计

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1、1核准通过,归档资料。未经允许,请勿外传!第一章第一章 桩基施工编制说明桩基施工编制说明一、工程概况一、工程概况我公司承建的民权县清华园小区 8#楼位于民权县球水东路北侧,人民东路南侧,东临环城路。根据勘察报告,因天然地基承载力不能满足设计要求,本工程采用预应力高强混凝土管桩,管桩型号为 PHC-A400(95) ,单桩竖向承载力特征值为 1150KN,桩端持力层为第层细砂岩。4二、编制依据二、编制依据1、根据业主提供的桩基工程施工图纸。2、施工现场的实际情况。3、施工执行规范:建筑桩基技术规范JGJ94-2008建筑地基基础工程施工质量验收规范GB50202-2002建筑地基基础设计规范GB

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