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Soft soil foundation reinforcing method based on plain concrete piles
The invention provides a soft soil foundation reinforcing method based on plain concrete piles. The soft soil foundation reinforcing method comprises the following steps that a site is hardened; positioning a pile hole; the drilling machine is moved to the position of the target pile hole, a pile hole sheath is arranged on the drilling machine in the vertical direction, the pile hole sheath is located above a drilling bit of the drilling machine, the lower end of the pile hole sheath is connected with the upper end of the drilling bit, and then the drilling bit is aligned to the position of the target pile hole; a drilling bit is driven to rotate, so that the drilling bit drills into the position of the target pile hole for hole forming, and meanwhile, the pile hole sheath is inserted into the target pile hole along with the drilling bit; cleaning the hole; pouring concrete; and the pile hole sheath and the drilling bit are removed, specifically, after concrete is poured, the pile hole sheath and the drilling bit are pulled out. According to the soft soil foundation reinforcing method, the problem of pile hole collapse can be effectively solved, and therefore the construction efficiency is improved.
本申请提出一种基于素砼桩的软土地基加固方法,包括以下步骤:场地硬化;桩孔定位;机械就位:钻机位移至目标桩孔位置,将桩孔护套以沿竖直方向设置的方式装设于钻机上,桩孔护套位于钻机的钻孔钻头的上方,且使桩孔护套的下端和钻孔钻头的上端连接,接着使钻孔钻头对准目标桩孔位置;成孔:驱动钻孔钻头旋转,使钻孔钻头钻入目标桩孔位置进行成孔,同时,桩孔护套跟随钻孔钻头插入目标桩孔;清孔;混凝土浇筑;拆除桩孔护套及钻孔钻头:浇筑混凝土后,将桩孔护套及钻孔钻头拨出。本申请的软土地基加固方法能够有效解决桩孔塌陷问题,从而提高施工效率。
Soft soil foundation reinforcing method based on plain concrete piles
The invention provides a soft soil foundation reinforcing method based on plain concrete piles. The soft soil foundation reinforcing method comprises the following steps that a site is hardened; positioning a pile hole; the drilling machine is moved to the position of the target pile hole, a pile hole sheath is arranged on the drilling machine in the vertical direction, the pile hole sheath is located above a drilling bit of the drilling machine, the lower end of the pile hole sheath is connected with the upper end of the drilling bit, and then the drilling bit is aligned to the position of the target pile hole; a drilling bit is driven to rotate, so that the drilling bit drills into the position of the target pile hole for hole forming, and meanwhile, the pile hole sheath is inserted into the target pile hole along with the drilling bit; cleaning the hole; pouring concrete; and the pile hole sheath and the drilling bit are removed, specifically, after concrete is poured, the pile hole sheath and the drilling bit are pulled out. According to the soft soil foundation reinforcing method, the problem of pile hole collapse can be effectively solved, and therefore the construction efficiency is improved.
本申请提出一种基于素砼桩的软土地基加固方法,包括以下步骤:场地硬化;桩孔定位;机械就位:钻机位移至目标桩孔位置,将桩孔护套以沿竖直方向设置的方式装设于钻机上,桩孔护套位于钻机的钻孔钻头的上方,且使桩孔护套的下端和钻孔钻头的上端连接,接着使钻孔钻头对准目标桩孔位置;成孔:驱动钻孔钻头旋转,使钻孔钻头钻入目标桩孔位置进行成孔,同时,桩孔护套跟随钻孔钻头插入目标桩孔;清孔;混凝土浇筑;拆除桩孔护套及钻孔钻头:浇筑混凝土后,将桩孔护套及钻孔钻头拨出。本申请的软土地基加固方法能够有效解决桩孔塌陷问题,从而提高施工效率。
Soft soil foundation reinforcing method based on plain concrete piles
一种基于素砼桩的软土地基加固方法
CHEN XINHAO (author) / LAI ZHENGBIN (author) / LIANG QUANLEI (author) / LU XIAOQIANG (author) / XU RONGDAN (author) / MA CAO (author)
2023-09-26
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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