Linkage structure of gravity dam and unfavorable geological bank slope

Linkage structure of gravity dam and unfavorable geological bank slope

The utility model relates to a linkage structure of a gravity dam and an unfavorable geological bank slope, and aims to solve the technical problem through providing the linkage structure of a gravitydam and an unfavorable geological bank slope. An active support manner is used for improving the str...

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Hauptverfasser: YE JIANQUN, TU ZHUMING
Format: Patent
Sprache:chi ; eng
Schlagworte:
EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
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creator YE JIANQUN
TU ZHUMING
description The utility model relates to a linkage structure of a gravity dam and an unfavorable geological bank slope, and aims to solve the technical problem through providing the linkage structure of a gravitydam and an unfavorable geological bank slope. An active support manner is used for improving the stressed state of an unfavorable geological bank slope and ensuring the stability of bank slope. The technical scheme for solving the problem is as follows: the linkage structure of a gravity dam and an unfavorable geological bank slope is characterized in that a set of skidproof stakes are uniformlyarranged at the connection part of the gravity dam and the unfavorable bank slope, an inter-state plate is arranged on a slope surface between every two contiguous skidproof states, the upper part ofthe stake body of each skidproof stake is provided with a prestress anchor rope, and a water stop slot is formed between the dam body and the skidproof stakes connected with the dam body. The utilitymodel is mainly used in hydr
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An active support manner is used for improving the stressed state of an unfavorable geological bank slope and ensuring the stability of bank slope. The technical scheme for solving the problem is as follows: the linkage structure of a gravity dam and an unfavorable geological bank slope is characterized in that a set of skidproof stakes are uniformlyarranged at the connection part of the gravity dam and the unfavorable bank slope, an inter-state plate is arranged on a slope surface between every two contiguous skidproof states, the upper part ofthe stake body of each skidproof stake is provided with a prestress anchor rope, and a water stop slot is formed between the dam body and the skidproof stakes connected with the dam body. 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An active support manner is used for improving the stressed state of an unfavorable geological bank slope and ensuring the stability of bank slope. The technical scheme for solving the problem is as follows: the linkage structure of a gravity dam and an unfavorable geological bank slope is characterized in that a set of skidproof stakes are uniformlyarranged at the connection part of the gravity dam and the unfavorable bank slope, an inter-state plate is arranged on a slope surface between every two contiguous skidproof states, the upper part ofthe stake body of each skidproof stake is provided with a prestress anchor rope, and a water stop slot is formed between the dam body and the skidproof stakes connected with the dam body. 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An active support manner is used for improving the stressed state of an unfavorable geological bank slope and ensuring the stability of bank slope. The technical scheme for solving the problem is as follows: the linkage structure of a gravity dam and an unfavorable geological bank slope is characterized in that a set of skidproof stakes are uniformlyarranged at the connection part of the gravity dam and the unfavorable bank slope, an inter-state plate is arranged on a slope surface between every two contiguous skidproof states, the upper part ofthe stake body of each skidproof stake is provided with a prestress anchor rope, and a water stop slot is formed between the dam body and the skidproof stakes connected with the dam body. The utilitymodel is mainly used in hydr</abstract><oa>free_for_read</oa></addata></record>
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subjects EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
title Linkage structure of gravity dam and unfavorable geological bank slope
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