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Civil engineering foundation pile construction method
The invention discloses a civil engineering foundation pile construction method, and aims to provide a civil engineering foundation pile construction method which is high in stability, simple in construction method, high in practicability and capable of greatly improving the reinforcing effect on a foundation pile. A traditional method that only a steel pipe stand column is adopted is changed, the stand column protective sleeve is screwed into the ground in a half mode, soil in the stand column protective sleeve is excavated, and then the stand column protective sleeve is matched with the steel pipe stand column, so that protection on the steel pipe stand column is achieved, meanwhile, supporting on the steel pipe stand column can be improved, and the powerful reinforcing and guaranteeing effect is achieved; and after half screwing into the ground, the subsequent operation space can be increased, soil is excavated firstly, subsequent screwing-in stability is facilitated, the phenomenon that the stand column jacket topples over, and installation of the steel pipe stand column is affected is avoided, and the device is suitable for the technical field of civil construction.
本发明公开了一种土建基础桩施工方法,旨在提供一种稳定性强,施工方法简单,实用性强,以及极大的提高了对基础桩的加强效果的土建基础桩施工方法,其技术方案要点是在本发明中,采用了钢管立柱以及立柱护套之间的配合,改变了传统只采用钢管立柱的方法,通过先将立柱护套半旋入地面以下,并将立柱护套内的泥土进行挖掘,在进行配合钢管立柱,则实现了对钢管立柱的保护,同时也能提高了对钢管立柱的支撑,形成强有力的加强保障效果,并且半旋入地面以下后,也能增加后续的操作空间,先将泥土进行挖掘,也便于后续的旋入平稳性,避免立柱护套发生倾倒的现象,影响钢管立柱的安装,本发明适用于土建施工技术领域。
Civil engineering foundation pile construction method
The invention discloses a civil engineering foundation pile construction method, and aims to provide a civil engineering foundation pile construction method which is high in stability, simple in construction method, high in practicability and capable of greatly improving the reinforcing effect on a foundation pile. A traditional method that only a steel pipe stand column is adopted is changed, the stand column protective sleeve is screwed into the ground in a half mode, soil in the stand column protective sleeve is excavated, and then the stand column protective sleeve is matched with the steel pipe stand column, so that protection on the steel pipe stand column is achieved, meanwhile, supporting on the steel pipe stand column can be improved, and the powerful reinforcing and guaranteeing effect is achieved; and after half screwing into the ground, the subsequent operation space can be increased, soil is excavated firstly, subsequent screwing-in stability is facilitated, the phenomenon that the stand column jacket topples over, and installation of the steel pipe stand column is affected is avoided, and the device is suitable for the technical field of civil construction.
本发明公开了一种土建基础桩施工方法,旨在提供一种稳定性强,施工方法简单,实用性强,以及极大的提高了对基础桩的加强效果的土建基础桩施工方法,其技术方案要点是在本发明中,采用了钢管立柱以及立柱护套之间的配合,改变了传统只采用钢管立柱的方法,通过先将立柱护套半旋入地面以下,并将立柱护套内的泥土进行挖掘,在进行配合钢管立柱,则实现了对钢管立柱的保护,同时也能提高了对钢管立柱的支撑,形成强有力的加强保障效果,并且半旋入地面以下后,也能增加后续的操作空间,先将泥土进行挖掘,也便于后续的旋入平稳性,避免立柱护套发生倾倒的现象,影响钢管立柱的安装,本发明适用于土建施工技术领域。
Civil engineering foundation pile construction method
一种土建基础桩施工方法
ZHANG JUN (author) / XIAO HONGSONG (author)
2024-04-09
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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