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Novel embedded steel bar type slide-resistant pile structure and construction method thereof
The invention discloses a novel embedded steel bar type slide-resistant pile structure and a construction method thereof, and relates to the technical field of slide-resistant piles, the novel embedded steel bar type slide-resistant pile structure comprises a reinforced concrete slide-resistant pile arranged at the front edge of a landslide and a lower embedded steel bar section arranged at the lower part of the landslide, the lower embedded steel bar section is connected with the bottom of the reinforced concrete slide-resistant pile, and the reinforced concrete slide-resistant pile is vertically arranged; the device is of a long-column-shaped structure. According to the novel embedded steel bar type slide-resistant pile structure and the construction method thereof, the embedded steel bar section is arranged at the bottom of a traditional pile body, the excavated volume can be effectively reduced, the using amount of concrete is reduced, and meanwhile the novel embedded steel bar type slide-resistant pile structure has the advantages of saving manufacturing cost, reducing engineering disturbance and being rapid in construction.
本发明公开了一种新型植筋式抗滑桩结构及其施工方法，涉及抗滑桩技术领域，包括设置在滑坡前缘的钢筋混凝土抗滑桩和设置在滑坡下部的下部植筋段，下部植筋段与钢筋混凝土抗滑桩的底部连接，钢筋混凝土抗滑桩竖向布置，呈长柱型结构。本发明采用上述结构的一种新型植筋式抗滑桩结构及其施工方法，通过在传统桩身底部布设植筋段，可有效减少开挖量，降低混凝土用量，同时具有节约造价、减小工程扰动、施工快速的特点。
Novel embedded steel bar type slide-resistant pile structure and construction method thereof
The invention discloses a novel embedded steel bar type slide-resistant pile structure and a construction method thereof, and relates to the technical field of slide-resistant piles, the novel embedded steel bar type slide-resistant pile structure comprises a reinforced concrete slide-resistant pile arranged at the front edge of a landslide and a lower embedded steel bar section arranged at the lower part of the landslide, the lower embedded steel bar section is connected with the bottom of the reinforced concrete slide-resistant pile, and the reinforced concrete slide-resistant pile is vertically arranged; the device is of a long-column-shaped structure. According to the novel embedded steel bar type slide-resistant pile structure and the construction method thereof, the embedded steel bar section is arranged at the bottom of a traditional pile body, the excavated volume can be effectively reduced, the using amount of concrete is reduced, and meanwhile the novel embedded steel bar type slide-resistant pile structure has the advantages of saving manufacturing cost, reducing engineering disturbance and being rapid in construction.
本发明公开了一种新型植筋式抗滑桩结构及其施工方法，涉及抗滑桩技术领域，包括设置在滑坡前缘的钢筋混凝土抗滑桩和设置在滑坡下部的下部植筋段，下部植筋段与钢筋混凝土抗滑桩的底部连接，钢筋混凝土抗滑桩竖向布置，呈长柱型结构。本发明采用上述结构的一种新型植筋式抗滑桩结构及其施工方法，通过在传统桩身底部布设植筋段，可有效减少开挖量，降低混凝土用量，同时具有节约造价、减小工程扰动、施工快速的特点。
Novel embedded steel bar type slide-resistant pile structure and construction method thereof
一种新型植筋式抗滑桩结构及其施工方法
ZHANG YUFANG (author) / YUAN KUN (author) / LIU BO (author) / LI JIAN (author) / CUI JIAN (author) / LIU MENGJIA (author) / WAN JUNLI (author) / SONG GUOZHUANG (author) / YANG ZHONGMIN (author) / YIN ZHENHUA (author)
2024-08-16
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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