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Anchor thorn cast-in-place pile and construction method thereof
The invention relates to an anchor thorn cast-in-place pile and a construction method thereof. The anchor thorn cast-in-place pile comprises a first pile body, wherein the first pile body is cylindrical; a horizontal screw rod is arranged in the first pile body; one end of the screw rod is rotationally connected with the inner wall of the first pile body; a screw rod body is in threaded connection with a threaded cylinder; the side wall of the threaded cylinder is connected with an inserting rod; the inserting rod is parallel to the screw rod; a through hole is formed in the side wall of the first pile body; one end, far away from the threaded cylinder, of the inserting rod is positioned in the through hole; one end, far away from the inner wall of the first pile body, of the screw rod is fixedly connected with a first helical tooth; a transmission assembly is arranged in the first pile body; and the transmission assembly drives the first helical tooth to rotate, so that the inserting rod penetrates through the through hole and is inserted into the soil. The anchor thorn cast-in-place pile is reasonable in structure, has the characteristics of improving the stability and the bearing capacity of the pile body, is simple in construction, and can be applied to foundation reinforcement of various building projects.
本申请涉及一种锚刺灌注桩及其施工方法,一种锚刺灌注桩,包括第一桩体,所述第一桩体呈筒状,所述第一桩体内部设置有水平的螺杆,所述螺杆一端与第一桩体内壁呈转动连接,螺杆杆体螺纹连接有螺纹筒,螺纹筒侧壁连接有插杆,所述插杆与螺杆相平行,所述第一桩体侧壁开设有通孔,所述插杆远离螺纹筒的一端位于通孔内部,所述螺杆远离第一桩体内壁的一端固定连接有第一斜齿,通过在第一桩体内部设置传动组件,传动组件带动第一斜齿转动,从而使得插杆穿过通孔并插入土地中。本申请结构合理,具有提高桩体的稳定性以及承载能力的特点,并且施工简单,可应用于各种建筑工程的基础加固。
Anchor thorn cast-in-place pile and construction method thereof
The invention relates to an anchor thorn cast-in-place pile and a construction method thereof. The anchor thorn cast-in-place pile comprises a first pile body, wherein the first pile body is cylindrical; a horizontal screw rod is arranged in the first pile body; one end of the screw rod is rotationally connected with the inner wall of the first pile body; a screw rod body is in threaded connection with a threaded cylinder; the side wall of the threaded cylinder is connected with an inserting rod; the inserting rod is parallel to the screw rod; a through hole is formed in the side wall of the first pile body; one end, far away from the threaded cylinder, of the inserting rod is positioned in the through hole; one end, far away from the inner wall of the first pile body, of the screw rod is fixedly connected with a first helical tooth; a transmission assembly is arranged in the first pile body; and the transmission assembly drives the first helical tooth to rotate, so that the inserting rod penetrates through the through hole and is inserted into the soil. The anchor thorn cast-in-place pile is reasonable in structure, has the characteristics of improving the stability and the bearing capacity of the pile body, is simple in construction, and can be applied to foundation reinforcement of various building projects.
本申请涉及一种锚刺灌注桩及其施工方法,一种锚刺灌注桩,包括第一桩体,所述第一桩体呈筒状,所述第一桩体内部设置有水平的螺杆,所述螺杆一端与第一桩体内壁呈转动连接,螺杆杆体螺纹连接有螺纹筒,螺纹筒侧壁连接有插杆,所述插杆与螺杆相平行,所述第一桩体侧壁开设有通孔,所述插杆远离螺纹筒的一端位于通孔内部,所述螺杆远离第一桩体内壁的一端固定连接有第一斜齿,通过在第一桩体内部设置传动组件,传动组件带动第一斜齿转动,从而使得插杆穿过通孔并插入土地中。本申请结构合理,具有提高桩体的稳定性以及承载能力的特点,并且施工简单,可应用于各种建筑工程的基础加固。
Anchor thorn cast-in-place pile and construction method thereof
一种锚刺灌注桩及其施工方法
WANG KE (Autor:in) / ZHU ZHAOTONG (Autor:in) / QIU QINGKUN (Autor:in) / SHI TIANYU (Autor:in)
10.09.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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