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Soft soil foundation prefabricated tubular pile and construction method thereof for plugging first and then pressing pile
The invention relates to the field of building construction, in particular to a soft soil foundation prefabricated tubular pile and a construction method thereof for plugging first and then pressing the pile thereof. The soft soil foundation prefabricated tubular pile comprises a pile body, a limiting assembly and a pile pressing structure, a filling structure is arranged at the position, close to an inner cavity of the bottom, of the pile body, the limiting assembly is connected to the bottom end of the pile body and used for limiting deviation of the pile body, the limiting assembly comprises a plurality of reinforcing ribs, the reinforcing ribs are fixedly connected to the side wall of an inner cavity of the pile body, the pile body is vertically pressed into a soil layer, the top of the pile body is higher than the elevation, and the pile pressing structure is detachably connected to the top of the pile body. The soft soil foundation prefabricated tubular pile and the construction method has the effect of timely avoiding the pile floating phenomenon in construction.
本申请涉及建筑施工的领域,尤其是涉及一种软土地基预制管桩及其先封堵后压桩施工方法,其包括桩体、限位组件和压桩结构,所述桩体靠近底部的内腔处设置有填充结构,所述限位组件连接在所述桩体的底端用于限制所述桩体的偏移,所述限位组件包括多根加强筋,所述加强筋固定连接在所述桩体内腔的侧壁上;所述桩体竖直压入土层内,所述桩体顶部高于标高,所述压桩结构可拆卸连接在所述桩体顶部。本申请具有及时避免施工中的浮桩现象的效果。
Soft soil foundation prefabricated tubular pile and construction method thereof for plugging first and then pressing pile
The invention relates to the field of building construction, in particular to a soft soil foundation prefabricated tubular pile and a construction method thereof for plugging first and then pressing the pile thereof. The soft soil foundation prefabricated tubular pile comprises a pile body, a limiting assembly and a pile pressing structure, a filling structure is arranged at the position, close to an inner cavity of the bottom, of the pile body, the limiting assembly is connected to the bottom end of the pile body and used for limiting deviation of the pile body, the limiting assembly comprises a plurality of reinforcing ribs, the reinforcing ribs are fixedly connected to the side wall of an inner cavity of the pile body, the pile body is vertically pressed into a soil layer, the top of the pile body is higher than the elevation, and the pile pressing structure is detachably connected to the top of the pile body. The soft soil foundation prefabricated tubular pile and the construction method has the effect of timely avoiding the pile floating phenomenon in construction.
本申请涉及建筑施工的领域,尤其是涉及一种软土地基预制管桩及其先封堵后压桩施工方法,其包括桩体、限位组件和压桩结构,所述桩体靠近底部的内腔处设置有填充结构,所述限位组件连接在所述桩体的底端用于限制所述桩体的偏移,所述限位组件包括多根加强筋,所述加强筋固定连接在所述桩体内腔的侧壁上;所述桩体竖直压入土层内,所述桩体顶部高于标高,所述压桩结构可拆卸连接在所述桩体顶部。本申请具有及时避免施工中的浮桩现象的效果。
Soft soil foundation prefabricated tubular pile and construction method thereof for plugging first and then pressing pile
一种软土地基预制管桩及其先封堵后压桩施工方法
ZHONG SHENG (author) / CHEN JUN (author) / ZHANG MIN (author) / XIAO WENQIANG (author) / WANG ZHENGGANG (author)
2021-07-16
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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