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Steel sheet pile supporting method based on foundation pit excavation
A steel sheet pile supporting method based on foundation pit excavation comprises the steps that S1, preparation is conducted before piling; s2, a first steel sheet pile is supported, the steel sheet pile comprises a U-shaped main body, a first connecting part and a second connecting part are arranged on the two sides of the U-shaped main body correspondingly, each connecting part comprises two obliquely-arranged connecting plates, and the directions of openings formed by inclination are opposite; s3, supporting the steel sheet piles in rows; s4, a steering part is installed; s5, the adjacent rows of preset steel sheet piles are supported; and S6, the rest rows of preset steel sheet piles are supported according to the steps S4-S5 in the same manner. The occurrence of lock catch separation is avoided; according to the auxiliary piling piece, it is guaranteed that a to-be-driven steel sheet pile is flush with a previous steel sheet pile, a second connecting part of the steel sheet pile is prevented from deviating, the situation that the steel sheet pile is frequently pulled out to adjust the position is avoided, potential safety hazards of ground personnel are eliminated, and the auxiliary piling piece can further assist a steering piece and the steered steel sheet pile in being driven into the ground.
一种基于基坑开挖的钢板桩支护方法,S1:打桩前准备;S2:第一条钢板桩的支护,所述钢板桩包括U形主体,所述U形主体两侧分别设置有第一连接部和第二连接部,且均包括两条倾斜设置的连接板,倾斜所形成的开口方向相反;S3:成排的钢板桩支护;S4:安装转向件;S5:相邻排预设钢板桩的支护;S6:以此类推,依照步骤S4‑S5完成剩余排的预设钢板桩的支护。避免了锁扣脱离的发生;其保证了待打入的钢板桩与前一条钢板桩的平齐,防止了钢板桩的第二连接部发生偏移,避免了频繁拔出钢板桩调整位置,消除了地面人员的安全隐患,并且该辅助打桩件还能辅助转向件以及转向后的钢板桩的打入地面。
Steel sheet pile supporting method based on foundation pit excavation
A steel sheet pile supporting method based on foundation pit excavation comprises the steps that S1, preparation is conducted before piling; s2, a first steel sheet pile is supported, the steel sheet pile comprises a U-shaped main body, a first connecting part and a second connecting part are arranged on the two sides of the U-shaped main body correspondingly, each connecting part comprises two obliquely-arranged connecting plates, and the directions of openings formed by inclination are opposite; s3, supporting the steel sheet piles in rows; s4, a steering part is installed; s5, the adjacent rows of preset steel sheet piles are supported; and S6, the rest rows of preset steel sheet piles are supported according to the steps S4-S5 in the same manner. The occurrence of lock catch separation is avoided; according to the auxiliary piling piece, it is guaranteed that a to-be-driven steel sheet pile is flush with a previous steel sheet pile, a second connecting part of the steel sheet pile is prevented from deviating, the situation that the steel sheet pile is frequently pulled out to adjust the position is avoided, potential safety hazards of ground personnel are eliminated, and the auxiliary piling piece can further assist a steering piece and the steered steel sheet pile in being driven into the ground.
一种基于基坑开挖的钢板桩支护方法,S1:打桩前准备;S2:第一条钢板桩的支护,所述钢板桩包括U形主体,所述U形主体两侧分别设置有第一连接部和第二连接部,且均包括两条倾斜设置的连接板,倾斜所形成的开口方向相反;S3:成排的钢板桩支护;S4:安装转向件;S5:相邻排预设钢板桩的支护;S6:以此类推,依照步骤S4‑S5完成剩余排的预设钢板桩的支护。避免了锁扣脱离的发生;其保证了待打入的钢板桩与前一条钢板桩的平齐,防止了钢板桩的第二连接部发生偏移,避免了频繁拔出钢板桩调整位置,消除了地面人员的安全隐患,并且该辅助打桩件还能辅助转向件以及转向后的钢板桩的打入地面。
Steel sheet pile supporting method based on foundation pit excavation
一种基于基坑开挖的钢板桩支护方法
ZHU GUANGYE (Autor:in) / LIU CHENGHE (Autor:in) / JIANG YICHAO (Autor:in) / ZHENG XIULI (Autor:in) / ZHANG XIUWEN (Autor:in) / ZHANG ZHUYONG (Autor:in) / LI DONG (Autor:in) / WANG LEI (Autor:in) / PAN YUE (Autor:in) / WANG KEKE (Autor:in)
08.03.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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