A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Hydraulic tunnel reinforcing structure
The invention relates to a hydraulic tunnel reinforcing structure, and relates to the technical field of hydraulic structure design and manufacture, the hydraulic tunnel reinforcing structure comprises vertical piles and a cross beam, the two sides of a hydraulic tunnel are each vertically provided with one vertical pile in an inserted mode, and the cross beam is erected between the two vertical piles and located above the hydraulic tunnel; an axial channel is formed in the vertical pile in the length direction of the vertical pile in a penetrating mode, a plugging plate is detachably arranged on the outer side of an opening in the lower end of the vertical pile, a displacement core column is inserted in the position, close to the lower end of the vertical pile, in the axial channel, and a hammering core column is arranged in the axial channel and located above the displacement core column in an attached mode. A reinforcing mechanism is arranged in the vertical pile; when the hammering core column is knocked to enable the displacement core column to vertically move downwards, the reinforcing mechanism is automatically and transversely inserted into the exterior of the vertical pile from the interior of the vertical pile. The method has the effect that the problem that normal operation of the hydraulic tunnel is affected when the hydraulic tunnel is reinforced is solved.
本申请涉及一种水工隧洞加固结构，涉及水工建筑物设计制造技术领域，其包括竖桩以及横梁，所述竖桩在水工隧洞的两侧各竖直安插有一根，所述横梁搭设在两个竖桩之间且位于水工隧洞的上方；所述竖桩内沿着竖桩的长度方向贯穿开设有轴向通道，所述竖桩的下端开口外侧可拆卸设有封堵板，所述轴向通道内靠近竖桩下端处插设有位移芯柱，所述轴向通道内位于位移芯柱的上方贴合设置有锤击芯柱，所述竖桩内设置有加固机构；在所述锤击芯柱受到敲击而使得位移芯柱竖直下移时，所述加固机构自动从竖桩内横向插至竖桩外部。本申请具有改善水工隧洞加固时影响水工隧洞正常运行的问题的效果。
Hydraulic tunnel reinforcing structure
The invention relates to a hydraulic tunnel reinforcing structure, and relates to the technical field of hydraulic structure design and manufacture, the hydraulic tunnel reinforcing structure comprises vertical piles and a cross beam, the two sides of a hydraulic tunnel are each vertically provided with one vertical pile in an inserted mode, and the cross beam is erected between the two vertical piles and located above the hydraulic tunnel; an axial channel is formed in the vertical pile in the length direction of the vertical pile in a penetrating mode, a plugging plate is detachably arranged on the outer side of an opening in the lower end of the vertical pile, a displacement core column is inserted in the position, close to the lower end of the vertical pile, in the axial channel, and a hammering core column is arranged in the axial channel and located above the displacement core column in an attached mode. A reinforcing mechanism is arranged in the vertical pile; when the hammering core column is knocked to enable the displacement core column to vertically move downwards, the reinforcing mechanism is automatically and transversely inserted into the exterior of the vertical pile from the interior of the vertical pile. The method has the effect that the problem that normal operation of the hydraulic tunnel is affected when the hydraulic tunnel is reinforced is solved.
本申请涉及一种水工隧洞加固结构，涉及水工建筑物设计制造技术领域，其包括竖桩以及横梁，所述竖桩在水工隧洞的两侧各竖直安插有一根，所述横梁搭设在两个竖桩之间且位于水工隧洞的上方；所述竖桩内沿着竖桩的长度方向贯穿开设有轴向通道，所述竖桩的下端开口外侧可拆卸设有封堵板，所述轴向通道内靠近竖桩下端处插设有位移芯柱，所述轴向通道内位于位移芯柱的上方贴合设置有锤击芯柱，所述竖桩内设置有加固机构；在所述锤击芯柱受到敲击而使得位移芯柱竖直下移时，所述加固机构自动从竖桩内横向插至竖桩外部。本申请具有改善水工隧洞加固时影响水工隧洞正常运行的问题的效果。
Hydraulic tunnel reinforcing structure
一种水工隧洞加固结构
TU YAO (author) / JIANG QISHENG (author) / HE KUNMING (author) / WU TAO (author) / YU JUAN (author) / XIA YANG (author) / WANG YUWANG (author) / MAO YONGLIANG (author) / YU TAO (author)
2023-08-11
Patent
Electronic Resource
Chinese
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