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Earth and rockfill dam reinforcing anti-seismic structure and construction method thereof
The invention relates to an earth and rockfill dam reinforcing anti-seismic structure and a construction method thereof, and belongs to the technical field of earth and rockfill dams. The structure comprises a dam body, wherein horizontal riding tracks are arranged on the two sides, facing the water retaining direction, of the dam body correspondingly, a plurality of vertical reinforcing holes arevertically and downwards formed in the surfaces of the riding tracks correspondingly, a plurality of horizontally-arranged transverse reinforcing holes are formed in the portion, below the riding tracks, of the dam body, the plurality of vertical reinforcing holes communicate with the plurality of transverse reinforcing holes in a one-to-one mode, the vertical reinforcing holes are filled with vertical reinforcing columns correspondingly, the transverse reinforcing holes are filled with transverse reinforcing columns correspondingly, the vertical reinforcing columns and the transverse reinforcing columns are formed by pouring concrete into reinforcement cages, and the transverse reinforcing columns are fixed to the vertical reinforcing columns correspondingly. The structure has the effectof improving the anti-seismic and anti-impact capacity of the dam body.
本发明涉及一种土石坝加固抗震结构及其施工方法,属于土石坝的技术领域,其包括坝体,坝体朝向挡水方向的两侧设置有水平的马道,所述马道表面竖直向下开设有多个竖向加固孔,坝体在马道以下的部分开设有多个水平设置的横向加固孔,多个竖向加固孔与多个横向加固孔一一连通,且竖向加固孔内填有竖向加固柱,横向加固孔内填有横向加固柱,且竖向加固柱和横向加固柱均为钢筋笼浇筑混凝土形成,多个横向加固柱和多个纵向加固柱一一固定,本发明具有提高坝体的抗震和抗冲击能力的效果。
Earth and rockfill dam reinforcing anti-seismic structure and construction method thereof
The invention relates to an earth and rockfill dam reinforcing anti-seismic structure and a construction method thereof, and belongs to the technical field of earth and rockfill dams. The structure comprises a dam body, wherein horizontal riding tracks are arranged on the two sides, facing the water retaining direction, of the dam body correspondingly, a plurality of vertical reinforcing holes arevertically and downwards formed in the surfaces of the riding tracks correspondingly, a plurality of horizontally-arranged transverse reinforcing holes are formed in the portion, below the riding tracks, of the dam body, the plurality of vertical reinforcing holes communicate with the plurality of transverse reinforcing holes in a one-to-one mode, the vertical reinforcing holes are filled with vertical reinforcing columns correspondingly, the transverse reinforcing holes are filled with transverse reinforcing columns correspondingly, the vertical reinforcing columns and the transverse reinforcing columns are formed by pouring concrete into reinforcement cages, and the transverse reinforcing columns are fixed to the vertical reinforcing columns correspondingly. The structure has the effectof improving the anti-seismic and anti-impact capacity of the dam body.
本发明涉及一种土石坝加固抗震结构及其施工方法,属于土石坝的技术领域,其包括坝体,坝体朝向挡水方向的两侧设置有水平的马道,所述马道表面竖直向下开设有多个竖向加固孔,坝体在马道以下的部分开设有多个水平设置的横向加固孔,多个竖向加固孔与多个横向加固孔一一连通,且竖向加固孔内填有竖向加固柱,横向加固孔内填有横向加固柱,且竖向加固柱和横向加固柱均为钢筋笼浇筑混凝土形成,多个横向加固柱和多个纵向加固柱一一固定,本发明具有提高坝体的抗震和抗冲击能力的效果。
Earth and rockfill dam reinforcing anti-seismic structure and construction method thereof
一种土石坝加固抗震结构及其施工方法
ZHAO JIWEI (Autor:in) / YUAN XIUXIA (Autor:in) / ZHANG LONGFEI (Autor:in) / LI YUGE (Autor:in) / ZHANG XIANLEI (Autor:in) / WEI HUAIBIN (Autor:in) / TIAN LINGANG (Autor:in) / BA CHAO (Autor:in) / JING RUILI (Autor:in)
05.06.2020
Patent
Elektronische Ressource
Chinesisch
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