A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Cast-in-place reinforced concrete uplift pile and construction method
The embodiment of the invention discloses a cast-in-place reinforced concrete uplift pile and a construction method. The cast-in-place reinforced concrete uplift pile comprises a reinforced concrete pile body, the stress absorbing layer is arranged at the top of the reinforced concrete pile; the stress dissipation layer is arranged on the stress absorption layer; the sleeve assembly is arranged on the outer side of part of the stress absorption layer and the stress dissipation layer in a sleeving mode. The cast-in-place reinforced concrete uplift pile provided by the embodiment of the invention comprises the reinforced concrete pile, the stress absorption layer, the stress dissipation layer and the sleeve assembly, the adverse effect of pile top pressure can be eliminated through the arrangement of the stress absorption layer and the stress dissipation layer, the uplift pile is purely pulled, the adverse effect on foundation settlement is reduced, and the service life of the uplift pile is prolonged. The cast-in-place reinforced concrete uplift pile provided by the embodiment of the invention is convenient to construct, environment-friendly and pollution-free.
本申请实施例公开了一种现浇钢筋混凝土抗拔桩和施工方法，现浇钢筋混凝土抗拔桩包括：钢筋混凝土桩；应力吸收层，所述应力吸收层设置在所述钢筋混凝土桩的顶部；应力消散层，所述应力消散层设置在所述应力吸收层上；套筒组件，所述套筒组件套设在部分所述应力吸收层和所述应力消散层的外侧。本申请实施例提供的现浇钢筋混凝土抗拔桩包括了钢筋混凝土桩、应力吸收层、应力消散层和套筒组件，通过应力吸收层和应力消散层的设置可以消除桩顶压力的不利影响，使抗拔桩纯受拉力，减小对基础沉降的不利影响，且本申请实施例提供的现浇钢筋混凝土抗拔桩施工便利，环保无污染。
Cast-in-place reinforced concrete uplift pile and construction method
The embodiment of the invention discloses a cast-in-place reinforced concrete uplift pile and a construction method. The cast-in-place reinforced concrete uplift pile comprises a reinforced concrete pile body, the stress absorbing layer is arranged at the top of the reinforced concrete pile; the stress dissipation layer is arranged on the stress absorption layer; the sleeve assembly is arranged on the outer side of part of the stress absorption layer and the stress dissipation layer in a sleeving mode. The cast-in-place reinforced concrete uplift pile provided by the embodiment of the invention comprises the reinforced concrete pile, the stress absorption layer, the stress dissipation layer and the sleeve assembly, the adverse effect of pile top pressure can be eliminated through the arrangement of the stress absorption layer and the stress dissipation layer, the uplift pile is purely pulled, the adverse effect on foundation settlement is reduced, and the service life of the uplift pile is prolonged. The cast-in-place reinforced concrete uplift pile provided by the embodiment of the invention is convenient to construct, environment-friendly and pollution-free.
本申请实施例公开了一种现浇钢筋混凝土抗拔桩和施工方法，现浇钢筋混凝土抗拔桩包括：钢筋混凝土桩；应力吸收层，所述应力吸收层设置在所述钢筋混凝土桩的顶部；应力消散层，所述应力消散层设置在所述应力吸收层上；套筒组件，所述套筒组件套设在部分所述应力吸收层和所述应力消散层的外侧。本申请实施例提供的现浇钢筋混凝土抗拔桩包括了钢筋混凝土桩、应力吸收层、应力消散层和套筒组件，通过应力吸收层和应力消散层的设置可以消除桩顶压力的不利影响，使抗拔桩纯受拉力，减小对基础沉降的不利影响，且本申请实施例提供的现浇钢筋混凝土抗拔桩施工便利，环保无污染。
Cast-in-place reinforced concrete uplift pile and construction method
现浇钢筋混凝土抗拔桩和施工方法
CHAI QING (author) / CHEN BINGFENG (author) / FAN PENGBO (author) / GUO BAOXI (author)
2023-06-23
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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