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Deep foundation pit supporting structure
The invention discloses a deep foundation pit supporting structure which comprises steel sheet piles continuously arranged along the inner wall of a foundation pit, the steel sheet piles jointly form a retaining wall of a closed-loop structure, the retaining wall is provided with a plurality of hanging pieces in the circumferential direction, each hanging piece comprises a vertical plate, the upper edge of each vertical plate is provided with a hanging part, and the lower edge of each vertical plate is provided with a hooking part. The hanging pieces are connected with the upper edges of the steel sheet piles in a hanging mode through the hanging parts, supporting beams are jointly erected on the hanging pieces located on the same side in the retaining wall through the hooking parts, a transverse supporting beam is jointly erected between every two opposite supporting beams, and push plates are fixedly connected to the upper surfaces of the supporting beams. And the transverse supporting beams are used for forcing the opposite push plates to generate a moving trend of being far away from each other. The transverse supporting beams playing a transverse supporting role are erected through the supporting beams, the transverse supporting beams are erected through the hanging pieces, welding operation is not needed, and follow-up disassembly is facilitated.
本申请公开了一种深基坑支护结构,包括沿基坑内壁连续设置的钢板桩,各钢板桩共同形成闭环结构的挡墙,挡墙沿周向设置有多个挂接件,挂接件包括竖板,竖板的上边缘设有挂接部,竖板的下边缘设有钩接部,挂接件通过挂接部与钢板桩的上边缘挂接,位于挡墙内同侧的挂接件通过钩接部共同架设有支撑梁,位于相对的两个支撑梁之间共同架设有横撑梁,支撑梁的上表面固定连接有推板,横撑梁用于迫使相对的推板之间产生互相远离的移动趋势。本申请中的发挥横撑作用的横撑梁通过支撑梁架设,而横撑梁通过挂接件架设,无需进行焊接作业,便于后续拆卸。
Deep foundation pit supporting structure
The invention discloses a deep foundation pit supporting structure which comprises steel sheet piles continuously arranged along the inner wall of a foundation pit, the steel sheet piles jointly form a retaining wall of a closed-loop structure, the retaining wall is provided with a plurality of hanging pieces in the circumferential direction, each hanging piece comprises a vertical plate, the upper edge of each vertical plate is provided with a hanging part, and the lower edge of each vertical plate is provided with a hooking part. The hanging pieces are connected with the upper edges of the steel sheet piles in a hanging mode through the hanging parts, supporting beams are jointly erected on the hanging pieces located on the same side in the retaining wall through the hooking parts, a transverse supporting beam is jointly erected between every two opposite supporting beams, and push plates are fixedly connected to the upper surfaces of the supporting beams. And the transverse supporting beams are used for forcing the opposite push plates to generate a moving trend of being far away from each other. The transverse supporting beams playing a transverse supporting role are erected through the supporting beams, the transverse supporting beams are erected through the hanging pieces, welding operation is not needed, and follow-up disassembly is facilitated.
本申请公开了一种深基坑支护结构,包括沿基坑内壁连续设置的钢板桩,各钢板桩共同形成闭环结构的挡墙,挡墙沿周向设置有多个挂接件,挂接件包括竖板,竖板的上边缘设有挂接部,竖板的下边缘设有钩接部,挂接件通过挂接部与钢板桩的上边缘挂接,位于挡墙内同侧的挂接件通过钩接部共同架设有支撑梁,位于相对的两个支撑梁之间共同架设有横撑梁,支撑梁的上表面固定连接有推板,横撑梁用于迫使相对的推板之间产生互相远离的移动趋势。本申请中的发挥横撑作用的横撑梁通过支撑梁架设,而横撑梁通过挂接件架设,无需进行焊接作业,便于后续拆卸。
Deep foundation pit supporting structure
一种深基坑支护结构
KE XIAOMAN (Autor:in) / WEI GUOFU (Autor:in) / CHEN JIANBIN (Autor:in)
13.05.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen