Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Anti-slide pile and construction technology thereof
The invention discloses an anti-slide pile and a construction technology thereof. The anti-slide pile comprises a pile body and a pile body, the inner side base plate is arranged on one side, facing a slope soil body, of the pile body; the outer side cover plate is annularly arranged on the pile body; the flexible cushion bodies are arranged on the inner side cushion plate, the flexible cushion bodies are located between the inner side cushion plate and the outer side cover plate, the number of the flexible cushion bodies is multiple, the flexible cushion bodies are arranged on the inner side cushion plate at intervals, and the number of the flexible cushion bodies is sequentially increased according to the embedding depth of the flexible cushion bodies. According to the anti-slide pile, the arrangement number of the flexible cushion bodies is gradually increased according to the embedding depth, so that the anti-slide pile can flexibly cope with the pressure of soil bodies with different depths, the stage pressure of slope soil bodies with different depths can be buffered, the pile body is uniformly stressed, deformation and inclination of the anti-slide pile under the influence of the pressure of the slope soil bodies are reduced, and the anti-slide pile has good anti-slide effect. And the engineering safety of a dynamic compaction treatment site is improved.
本发明公开了一种抗滑桩及其施工工艺，该抗滑桩包括：桩体；内侧垫板，所述内侧垫板设置在所述桩体面对斜坡土体的一侧上；外侧盖板，所述外侧盖板环向设置在所述桩体上；柔性垫体，所述柔性垫体设置在所述内侧垫板上，所述柔性垫体位于所述内侧垫板与所述外侧盖板之间，所述柔性垫体数量为多个，多个所述柔性垫体间隔设置内侧垫板上，所述柔性垫体的设置数量根据所述柔性垫体的埋设深度依次增加。本发明通过根据埋设深度逐渐增加柔性垫体的设置数量，使得抗滑桩能够灵活应对不同深度土体的压力，够缓冲不同深度斜坡土体的阶段性压力，使得桩体受力均匀，减少了抗滑桩在斜坡土体压力影响下发生的变形和倾斜，提高强夯处理场地的工程安全性。
Anti-slide pile and construction technology thereof
The invention discloses an anti-slide pile and a construction technology thereof. The anti-slide pile comprises a pile body and a pile body, the inner side base plate is arranged on one side, facing a slope soil body, of the pile body; the outer side cover plate is annularly arranged on the pile body; the flexible cushion bodies are arranged on the inner side cushion plate, the flexible cushion bodies are located between the inner side cushion plate and the outer side cover plate, the number of the flexible cushion bodies is multiple, the flexible cushion bodies are arranged on the inner side cushion plate at intervals, and the number of the flexible cushion bodies is sequentially increased according to the embedding depth of the flexible cushion bodies. According to the anti-slide pile, the arrangement number of the flexible cushion bodies is gradually increased according to the embedding depth, so that the anti-slide pile can flexibly cope with the pressure of soil bodies with different depths, the stage pressure of slope soil bodies with different depths can be buffered, the pile body is uniformly stressed, deformation and inclination of the anti-slide pile under the influence of the pressure of the slope soil bodies are reduced, and the anti-slide pile has good anti-slide effect. And the engineering safety of a dynamic compaction treatment site is improved.
本发明公开了一种抗滑桩及其施工工艺，该抗滑桩包括：桩体；内侧垫板，所述内侧垫板设置在所述桩体面对斜坡土体的一侧上；外侧盖板，所述外侧盖板环向设置在所述桩体上；柔性垫体，所述柔性垫体设置在所述内侧垫板上，所述柔性垫体位于所述内侧垫板与所述外侧盖板之间，所述柔性垫体数量为多个，多个所述柔性垫体间隔设置内侧垫板上，所述柔性垫体的设置数量根据所述柔性垫体的埋设深度依次增加。本发明通过根据埋设深度逐渐增加柔性垫体的设置数量，使得抗滑桩能够灵活应对不同深度土体的压力，够缓冲不同深度斜坡土体的阶段性压力，使得桩体受力均匀，减少了抗滑桩在斜坡土体压力影响下发生的变形和倾斜，提高强夯处理场地的工程安全性。
Anti-slide pile and construction technology thereof
一种抗滑桩及其施工工艺
11.10.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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