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Large-flow stilling pool structure
The invention discloses a high-flow stilling pool structure, which relates to the technical field of water conservancy projects and comprises a side wall, a bottom plate and a sealing assembly, the side wall is arranged around the bottom plate; backfill materials are arranged between the side walls and the bed rock; a longitudinal drainage channel and a transverse drainage channel are arranged at the bottom of the bottom plate; drainage fillers are arranged in the longitudinal drainage channels and the transverse drainage channels; the upper surface of the bottom plate is provided with at least one induction seam, and the induction seam is provided with a sealing assembly. Drainage strips are arranged below the bottom plate so as to reduce the constraint of bed rock on the bottom plate, reinforce foundation drainage and reduce uplift force; the inducing seam is formed in the bottom plate, so that the size of the bottom plate can be reduced, and cracks generated due to temperature stress generated by the too large bottom plate are reduced; the middle partition pier arranged on the bottom plate can increase the rigidity of the bottom plate and prevent the bottom plate from generating cracks; the sealing assembly can seal the top of the inducing joint, water in the stilling pool is prevented from passing through the space between the inducing joint flow channel bottom plate and the bed rock, and the uplift force is further reduced.
本发明公开一种大流量消力池结构,涉及水利工程技术领域,包括边墙、底板和封闭组件;边墙设置于底板的周围;边墙与基岩之间设置有回填物;底板的底部设置有纵向排水通道和横向排水通道;纵向排水通道和横向排水通道内设置有排水填充物;底板的上表面设置有至少一个诱导缝,诱导缝上设置有封闭组件。在底板下方设置有排水条带,以减少基岩对底板的约束,并加强基础排水,减少浮托力;底板上设置有诱导缝,能够降低底板尺寸,减少因底板太大产生温度应力而产生的裂缝;底板上设置的中隔墩,能够增大底板的刚度,防止底板产生裂缝;封闭组件能够密封诱导缝的顶部,防止消力池内的水通过诱导缝流道底板与基岩之间,以进一步减少浮托力。
Large-flow stilling pool structure
The invention discloses a high-flow stilling pool structure, which relates to the technical field of water conservancy projects and comprises a side wall, a bottom plate and a sealing assembly, the side wall is arranged around the bottom plate; backfill materials are arranged between the side walls and the bed rock; a longitudinal drainage channel and a transverse drainage channel are arranged at the bottom of the bottom plate; drainage fillers are arranged in the longitudinal drainage channels and the transverse drainage channels; the upper surface of the bottom plate is provided with at least one induction seam, and the induction seam is provided with a sealing assembly. Drainage strips are arranged below the bottom plate so as to reduce the constraint of bed rock on the bottom plate, reinforce foundation drainage and reduce uplift force; the inducing seam is formed in the bottom plate, so that the size of the bottom plate can be reduced, and cracks generated due to temperature stress generated by the too large bottom plate are reduced; the middle partition pier arranged on the bottom plate can increase the rigidity of the bottom plate and prevent the bottom plate from generating cracks; the sealing assembly can seal the top of the inducing joint, water in the stilling pool is prevented from passing through the space between the inducing joint flow channel bottom plate and the bed rock, and the uplift force is further reduced.
本发明公开一种大流量消力池结构,涉及水利工程技术领域,包括边墙、底板和封闭组件;边墙设置于底板的周围;边墙与基岩之间设置有回填物;底板的底部设置有纵向排水通道和横向排水通道;纵向排水通道和横向排水通道内设置有排水填充物;底板的上表面设置有至少一个诱导缝,诱导缝上设置有封闭组件。在底板下方设置有排水条带,以减少基岩对底板的约束,并加强基础排水,减少浮托力;底板上设置有诱导缝,能够降低底板尺寸,减少因底板太大产生温度应力而产生的裂缝;底板上设置的中隔墩,能够增大底板的刚度,防止底板产生裂缝;封闭组件能够密封诱导缝的顶部,防止消力池内的水通过诱导缝流道底板与基岩之间,以进一步减少浮托力。
Large-flow stilling pool structure
一种大流量消力池结构
LU JIANHUA (Autor:in) / WEN WEIKANG (Autor:in) / CHANG JIANGBAO (Autor:in) / GUO YONGBANG (Autor:in) / WANG LONG (Autor:in) / WANG JIANGHAI (Autor:in) / WANG HUAIDE (Autor:in) / ZHANG PENGFEI (Autor:in) / ZHANG YUNCHANG (Autor:in) / LI GANG (Autor:in)
31.10.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
Stilling pool structure and construction method thereof
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