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Special-shaped foundation bearing pile and construction method thereof
The invention relates to the technical field of bearing piles, and discloses a special-shaped foundation bearing pile which comprises a pile body, a plurality of guide plates are fixedly connected to the bottom of the pile body, a rotating hole is formed in the top of the pile body, a rotating disc is rotationally connected into the rotating hole, a threaded rod is arranged in the pile body, the threaded rod and the rotating disc are fixed, and a sliding rod is arranged in the pile body. The invention further provides a special-shaped foundation bearing pile construction method which comprises the following steps that S1, a foundation pit is excavated, specifically, the foundation pit is excavated through an excavator, and after the foundation pit is excavated, the foundation is tamped; and S2, stable installation. According to the bearing pile, the contact area of the bearing pile can be increased, foundation sinking of the bearing pile is avoided, the use safety of the bearing pile is improved, the baffles can be prevented from moving, the use stability of the bearing pile is improved, the acting force borne by the sliding rod can be reduced, the phenomenon of thread slipping between the sliding rod and the threaded rod is avoided, and the service life of the bearing pile is prolonged. And the use effect of the bearing pile is improved.
本发明涉及承重桩技术领域,且公开了一种异形地基承重桩,包括桩体,所述桩体的底部固定连接有多个导向板,所述桩体的顶部开设有转孔,转孔内转动连接有转动盘,所述桩体内设有螺纹杆,且螺纹杆与转动盘相固定,所述桩体内设有滑杆;本发明还提出了一种异形地基承重桩施工方法,包括以下步骤:S1:开挖基坑,使用挖掘机对基坑进行开挖,基坑开挖完毕过后,对地基进行夯实;S2:稳定安装。本发明不仅能够增加了承重桩的接触面积,避免承重桩的地基下陷,提高了承重桩使用的安全,而且能够防止挡板出现移动,提高了承重桩使用的稳定性,还能够减小滑杆受到的作用力,避免滑杆与螺纹杆之间出现滑丝的现象,提高了承重桩的使用效果。
Special-shaped foundation bearing pile and construction method thereof
The invention relates to the technical field of bearing piles, and discloses a special-shaped foundation bearing pile which comprises a pile body, a plurality of guide plates are fixedly connected to the bottom of the pile body, a rotating hole is formed in the top of the pile body, a rotating disc is rotationally connected into the rotating hole, a threaded rod is arranged in the pile body, the threaded rod and the rotating disc are fixed, and a sliding rod is arranged in the pile body. The invention further provides a special-shaped foundation bearing pile construction method which comprises the following steps that S1, a foundation pit is excavated, specifically, the foundation pit is excavated through an excavator, and after the foundation pit is excavated, the foundation is tamped; and S2, stable installation. According to the bearing pile, the contact area of the bearing pile can be increased, foundation sinking of the bearing pile is avoided, the use safety of the bearing pile is improved, the baffles can be prevented from moving, the use stability of the bearing pile is improved, the acting force borne by the sliding rod can be reduced, the phenomenon of thread slipping between the sliding rod and the threaded rod is avoided, and the service life of the bearing pile is prolonged. And the use effect of the bearing pile is improved.
本发明涉及承重桩技术领域,且公开了一种异形地基承重桩,包括桩体,所述桩体的底部固定连接有多个导向板,所述桩体的顶部开设有转孔,转孔内转动连接有转动盘,所述桩体内设有螺纹杆,且螺纹杆与转动盘相固定,所述桩体内设有滑杆;本发明还提出了一种异形地基承重桩施工方法,包括以下步骤:S1:开挖基坑,使用挖掘机对基坑进行开挖,基坑开挖完毕过后,对地基进行夯实;S2:稳定安装。本发明不仅能够增加了承重桩的接触面积,避免承重桩的地基下陷,提高了承重桩使用的安全,而且能够防止挡板出现移动,提高了承重桩使用的稳定性,还能够减小滑杆受到的作用力,避免滑杆与螺纹杆之间出现滑丝的现象,提高了承重桩的使用效果。
Special-shaped foundation bearing pile and construction method thereof
一种异形地基承重桩及其施工方法
WANG YAO (author) / TU MINJIE (author) / GUO XIAO (author) / HUANG JUANJUAN (author) / LIU YUANKAI (author)
2024-01-02
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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