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The invention relates to the field of constructional engineering, and particularly discloses an uplift pile foundation. The uplift pile foundation comprises a pile foundation body and steel supportingunits, wherein the pile foundation body is in a circular truncated cone shape, the diameter of the lower end is large, the diameter of the upper end is small, a plurality of connecting pieces are pre-buried in the pile foundation body, each steel supporting unit comprises a peripheral structure and a tensile plate, each peripheral structure comprises a plurality of surrounding plates, the surrounding plates are connected with the connecting pieces, the adjacent surrounding plates are detachably connected, and the tensile plates are integrally formed on the outer walls of the surrounding plates. The uplift pile foundation and the construction method thereof aim at solving the technical problem that an existing pile foundation is insufficient in anti-drawing capacity.
本发明涉及建筑工程领域,具体公开了抗拔桩基,包括桩基本体和钢支撑单元,所述桩基本体呈圆台形且下端直径大、上端直径小,桩基本体内预埋有若干连接件;所述钢支撑单元包括外围结构和抗拉板,所述外围结构包括若干围板,所述围板与连接件连接,相邻的所述围板可拆卸连接,所述抗拉板一体成型于围板的外壁上。本发明的目的在于解决现有的桩基抗拉拔能力不足的技术问题。
The invention relates to the field of constructional engineering, and particularly discloses an uplift pile foundation. The uplift pile foundation comprises a pile foundation body and steel supportingunits, wherein the pile foundation body is in a circular truncated cone shape, the diameter of the lower end is large, the diameter of the upper end is small, a plurality of connecting pieces are pre-buried in the pile foundation body, each steel supporting unit comprises a peripheral structure and a tensile plate, each peripheral structure comprises a plurality of surrounding plates, the surrounding plates are connected with the connecting pieces, the adjacent surrounding plates are detachably connected, and the tensile plates are integrally formed on the outer walls of the surrounding plates. The uplift pile foundation and the construction method thereof aim at solving the technical problem that an existing pile foundation is insufficient in anti-drawing capacity.
本发明涉及建筑工程领域,具体公开了抗拔桩基,包括桩基本体和钢支撑单元,所述桩基本体呈圆台形且下端直径大、上端直径小,桩基本体内预埋有若干连接件;所述钢支撑单元包括外围结构和抗拉板,所述外围结构包括若干围板,所述围板与连接件连接,相邻的所述围板可拆卸连接,所述抗拉板一体成型于围板的外壁上。本发明的目的在于解决现有的桩基抗拉拔能力不足的技术问题。
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