机 械 冲 孔 桩8 施 工 记 录 汇 总 1

1、机 械 冲 孔 桩 施 工 记 录 汇 总 表工程名称8#楼施工单位福建*建筑工程公司总桩数66根序号桩号施工日期护壁顶标高承台顶标高实际桩径 (mm)见岩时间岩面深度 (m)入岩深度 (m)终孔深度(m)砼强度钢筋笼长度(m)砼浇注时间备注18-1240.287239.65900C2528-2240.492239.65900C2538-3240.352239.65900C2548-4240.157239.65900C2558-5240.157239.65900C2568-6240.182239.65900C2578-7240.172239.65900C2588-8240.172239.659

2、00C2598-9239.897239.659009.50.910.4C259.6108-10240.062239.651000C30118-11240.152239.651000C30128-12240.212239.65900C30138-13240.232239.65900C30148-14239.982239.65900C25158-15239.917239.65900C25序号桩号施工日期护壁顶标高承台顶标高实际桩径 (mm)见岩时间岩面深度 (m)入岩深度 (m)终孔深度(m)砼强度钢筋笼长度(m)砼浇注时间备注168-16240.117239.659008.90.59.4C258

3、.3178-17239.502239.65900C25188-18239.472238.15900C25198-19239.347238.15900C25208-20239.792239.651000C30218-21239.832239.65900C25228-22239.997239.65900C25238-23239.002238.15900C25248-24239.987239.65900C25258-25239.242239.65900C25268-26239.242239.65900C25278-27239.887239.65900C25288-28239.992239.65900

4、C25298-29238.947239.65900C25308-30239.012239.65900C25318-31239.257239.65900C25328-32239.342239.65900C25338-33239.757239.65900C25348-34240.012239.65900C25358-35238.937239.65900C25368-36239.072239.65900C25序号桩号施工日期护壁顶标高承台顶标高实际桩径 (mm)见岩时间岩面深度 (m)入岩深度 (m)终孔深度(m)砼强度钢筋笼长度(m)砼浇注时间备注378-37239.277239.65900C25

5、388-38239.252239.65900C25398-39239.382239.65900C25408-40239.902239.65900C25418-41240.072239.65900C25428-42239.172239.65900C25438-43239.157239.65900C25448-44239.157239.65900C25458-45239.142239.651000C30468-46239.387239.651000C30478-47239.602239.65900C30488-48239.697239.65900C30498-49239.847239.65900C

6、25508-50240.007239.65900C25518-51240.102239.65900C25528-52240.342239.651200C25538-53239.237239.65900C25548-54239.377239.65900C25558-55239.477239.65900C25568-56239.977239.65900C30578-57240.072239.65900C30序号桩号施工日期护壁顶标高承台顶标高实际桩径 (mm)见岩时间岩面深度 (m)入岩深度 (m)终孔深度(m)砼强度钢筋笼长度(m)砼浇注时间备注588-58240.217239.65900C25598-59240.292239.65900C25608-60239.202239.65900C25618-61240.037239.65900C25628-62239.717239.65900C25638-63240.