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Panel joint structure for concrete panel rockfill dam and construction method of panel joint structure
The invention discloses a panel joint structure for a concrete panel rockfill dam and a construction method of the panel joint structure, and belongs to the technical field of hydraulic engineering. The panel joint structure comprises a concrete panel and concrete toe boards, wherein the concrete toe boards are positioned on the lower edge of the concrete panel; the concrete panel is provided with a plurality of joints which are longitudinally distributed along the concrete panel; the joints comprise vertical extrusion joints and vertical tension joints; the vertical extrusion joints are formed in the middle section of the concrete panel; the vertical tension joints are formed in two ends of the concrete panel. The construction method comprises the following steps: determining the length of a compressive zone; determining longitudinal displacement; calculating the widths of the joints; calculating the quantity of the joints; processing the joints. According to the technical scheme, the panel joints on the concrete panel rockfill dam are scientifically and reasonably calculated; due to the allowable sum of elastic deformation widths, the joints between the panels adapt to longitudinal displacement of the dam, so that extrusion between anti-seepage panels of the concrete rockfill dam is avoided, and the effect of effectively avoiding extrusion damage between the panels is achieved.
Panel joint structure for concrete panel rockfill dam and construction method of panel joint structure
The invention discloses a panel joint structure for a concrete panel rockfill dam and a construction method of the panel joint structure, and belongs to the technical field of hydraulic engineering. The panel joint structure comprises a concrete panel and concrete toe boards, wherein the concrete toe boards are positioned on the lower edge of the concrete panel; the concrete panel is provided with a plurality of joints which are longitudinally distributed along the concrete panel; the joints comprise vertical extrusion joints and vertical tension joints; the vertical extrusion joints are formed in the middle section of the concrete panel; the vertical tension joints are formed in two ends of the concrete panel. The construction method comprises the following steps: determining the length of a compressive zone; determining longitudinal displacement; calculating the widths of the joints; calculating the quantity of the joints; processing the joints. According to the technical scheme, the panel joints on the concrete panel rockfill dam are scientifically and reasonably calculated; due to the allowable sum of elastic deformation widths, the joints between the panels adapt to longitudinal displacement of the dam, so that extrusion between anti-seepage panels of the concrete rockfill dam is avoided, and the effect of effectively avoiding extrusion damage between the panels is achieved.
Panel joint structure for concrete panel rockfill dam and construction method of panel joint structure
ZHAN ZHENGGANG (Autor:in) / ZHANG HEZUO (Autor:in) / CHENG RUILIN (Autor:in) / MU HONGYOU (Autor:in) / CAI DAYONG (Autor:in) / SHI PENGFEI (Autor:in)
01.04.2015
Patent
Elektronische Ressource
Englisch
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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