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Overwater engineering pile head breaking operation construction method
The invention discloses an overwater engineering pile head breaking operation construction method. The method comprises the following steps that the designed elevation of a pile top is determined; prefabricating a reinforcement cage working platform; carrying out trial hoisting and trial installation on the prefabricated reinforcement cage working platform; the reinforcement cage operation platform is hoisted to the pile top; operating personnel enter the inner side of the platform; breaking the part above the designed elevation of the pile top; and the operator retreats from the reinforcement cage operation platform, and the reinforcement cage operation platform is hoisted to the next water engineering pile for continuous operation. According to the overwater engineering pile head breaking operation construction method, breaking of the pile head is not affected by the water level and tide, the working efficiency and the safety coefficient are improved, and the problem that the construction progress is slow due to the fact that the overwater engineering pile head is inconvenient to break in a field area is solved.
本发明公开了一种水上工程桩头破除作业施工方法,包括如下步骤:确定桩顶设计标高;预制钢筋笼作业平台;预制的钢筋笼作业平台进行试吊和试安装;钢筋笼作业平台吊装至桩顶;作业人员进入平台内侧;破除桩顶设计标高以上部分;作业人员退出钢筋笼作业平台,将钢筋笼作业平台吊装至下一根水上工程桩上继续作业。本发明的水上工程桩桩头破除作业施工方法,使桩头的破除不受水位及潮汐的影响,提高工作效率和安全系数,以解决场区内水上工程桩头破除不便带来的施工进度缓慢。
Overwater engineering pile head breaking operation construction method
The invention discloses an overwater engineering pile head breaking operation construction method. The method comprises the following steps that the designed elevation of a pile top is determined; prefabricating a reinforcement cage working platform; carrying out trial hoisting and trial installation on the prefabricated reinforcement cage working platform; the reinforcement cage operation platform is hoisted to the pile top; operating personnel enter the inner side of the platform; breaking the part above the designed elevation of the pile top; and the operator retreats from the reinforcement cage operation platform, and the reinforcement cage operation platform is hoisted to the next water engineering pile for continuous operation. According to the overwater engineering pile head breaking operation construction method, breaking of the pile head is not affected by the water level and tide, the working efficiency and the safety coefficient are improved, and the problem that the construction progress is slow due to the fact that the overwater engineering pile head is inconvenient to break in a field area is solved.
本发明公开了一种水上工程桩头破除作业施工方法,包括如下步骤:确定桩顶设计标高;预制钢筋笼作业平台;预制的钢筋笼作业平台进行试吊和试安装;钢筋笼作业平台吊装至桩顶;作业人员进入平台内侧;破除桩顶设计标高以上部分;作业人员退出钢筋笼作业平台,将钢筋笼作业平台吊装至下一根水上工程桩上继续作业。本发明的水上工程桩桩头破除作业施工方法,使桩头的破除不受水位及潮汐的影响,提高工作效率和安全系数,以解决场区内水上工程桩头破除不便带来的施工进度缓慢。
Overwater engineering pile head breaking operation construction method
一种水上工程桩头破除作业施工方法
HUANG WENZHEN (Autor:in) / XU JIRONG (Autor:in) / CHEN JIANCHAO (Autor:in) / MEI XIAOLI (Autor:in) / ZHANG ZHENPENG (Autor:in) / ZHAO CHUNYING (Autor:in) / QU HONG (Autor:in) / WANG DONG (Autor:in) / LI YUHAO (Autor:in) / SHEN JINGJUN (Autor:in)
30.06.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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