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The invention relates to the technical field of precast pile construction, in particular to a precast pile construction method for a soft soil area. The precast pile construction method is characterized in that a detachable monitoring device is arranged on a precast pile, and the monitoring device is jointly implanted into a stratum of the soft soil area along with the precast pile; the perpendicularity of the precast pile is measured according to the monitoring device; and a position correction device is installed at the top of the precast pile, and the perpendicularity of the precast pile is adjusted through the position correction device according to the monitoring result of the monitoring device till the precast pile is perpendicular. The method has the advantages that the perpendicularity of the precast pile in the soft soil area can be effectively guaranteed, and the bearing capacity of the precast pile is effectively improved; all steps in the construction process are simple and convenient, implementation of operators is facilitated, the construction efficiency is greatly improved, and the construction period can be effectively shortened; devices or equipment involved in the construction process can be detached and reused, and environment-friendly construction is achieved; and the structure is reasonable, the integrity is high, all devices are clear in function and tight in connection, the operability is high, and the method is suitable for popularization.
本发明涉及预制桩施工技术领域,尤其是一种用于软土区的预制桩施工方法,通过在预制桩上设置可拆卸的监测装置,所述监测装置随所述预制桩共同植入软土区的地层中;根据所述监测装置测量所述预制桩的垂直度;在所述预制桩的顶部位置安装校位装置,根据所述监测装置的监测结果使用所述校位装置对所述预制桩的垂直度进行调整直至所述预制桩垂直。本发明的优点是:能够有效保证软土区预制桩的垂直度,有效提高其承载力;施工过程各步骤简便,便于操作人员实施,大大提升了施工效率,可有效缩短施工周期;施工过程中所涉及的装置或设备均可拆卸复用,实现绿色环保施工;结构合理、整体性强,各装置功能明确、联接紧密,可操作性强,适于推广。
The invention relates to the technical field of precast pile construction, in particular to a precast pile construction method for a soft soil area. The precast pile construction method is characterized in that a detachable monitoring device is arranged on a precast pile, and the monitoring device is jointly implanted into a stratum of the soft soil area along with the precast pile; the perpendicularity of the precast pile is measured according to the monitoring device; and a position correction device is installed at the top of the precast pile, and the perpendicularity of the precast pile is adjusted through the position correction device according to the monitoring result of the monitoring device till the precast pile is perpendicular. The method has the advantages that the perpendicularity of the precast pile in the soft soil area can be effectively guaranteed, and the bearing capacity of the precast pile is effectively improved; all steps in the construction process are simple and convenient, implementation of operators is facilitated, the construction efficiency is greatly improved, and the construction period can be effectively shortened; devices or equipment involved in the construction process can be detached and reused, and environment-friendly construction is achieved; and the structure is reasonable, the integrity is high, all devices are clear in function and tight in connection, the operability is high, and the method is suitable for popularization.
本发明涉及预制桩施工技术领域,尤其是一种用于软土区的预制桩施工方法,通过在预制桩上设置可拆卸的监测装置,所述监测装置随所述预制桩共同植入软土区的地层中;根据所述监测装置测量所述预制桩的垂直度;在所述预制桩的顶部位置安装校位装置,根据所述监测装置的监测结果使用所述校位装置对所述预制桩的垂直度进行调整直至所述预制桩垂直。本发明的优点是:能够有效保证软土区预制桩的垂直度,有效提高其承载力;施工过程各步骤简便,便于操作人员实施,大大提升了施工效率,可有效缩短施工周期;施工过程中所涉及的装置或设备均可拆卸复用,实现绿色环保施工;结构合理、整体性强,各装置功能明确、联接紧密,可操作性强,适于推广。
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