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Stepped bearing platform structure of abrupt slope section bridge
A step type bearing platform structure of a steep slope section bridge aims to effectively reduce the excavation volume of a bearing platform foundation of the steep slope section, reduce the damage influence on the environment to the maximum extent and facilitate the reduction of the construction cost of the bridge. Comprising a pier, a bearing platform and a pile foundation, the bearing platform comprises a large bearing platform and a small bearing platform which are stacked, the small bearing platform is located at the bottom and is in rigid connection with the pile foundation below the small bearing platform, the large bearing platform is in rigid connection with the pile foundation below the large bearing platform and is in rigid connection with the small bearing platform, and the lower end of the pier is in rigid connection with the large bearing platform.
陡坡段桥梁台阶式承台构造,以有效减少陡坡地段承台基础开挖量,最大程度减少对环境的破坏影响,且有利于降低桥梁建造成本。包括桥墩、承台和桩基,所述承台包括相叠置的大承台、小承台,小承台位于底处且与其下方的桩基刚性连接,大承台与其下方的桩基刚性连接且与小承台形成刚性连接,所述桥墩下端与大承台刚性连接。
Stepped bearing platform structure of abrupt slope section bridge
A step type bearing platform structure of a steep slope section bridge aims to effectively reduce the excavation volume of a bearing platform foundation of the steep slope section, reduce the damage influence on the environment to the maximum extent and facilitate the reduction of the construction cost of the bridge. Comprising a pier, a bearing platform and a pile foundation, the bearing platform comprises a large bearing platform and a small bearing platform which are stacked, the small bearing platform is located at the bottom and is in rigid connection with the pile foundation below the small bearing platform, the large bearing platform is in rigid connection with the pile foundation below the large bearing platform and is in rigid connection with the small bearing platform, and the lower end of the pier is in rigid connection with the large bearing platform.
陡坡段桥梁台阶式承台构造,以有效减少陡坡地段承台基础开挖量,最大程度减少对环境的破坏影响,且有利于降低桥梁建造成本。包括桥墩、承台和桩基,所述承台包括相叠置的大承台、小承台,小承台位于底处且与其下方的桩基刚性连接,大承台与其下方的桩基刚性连接且与小承台形成刚性连接,所述桥墩下端与大承台刚性连接。
Stepped bearing platform structure of abrupt slope section bridge
陡坡段桥梁台阶式承台构造
ZHONG YAWEI (author) / CHEN KEJIAN (author) / DAI SHENGYONG (author) / CHEN JIANFENG (author) / CAI CHAO (author) / CHU DE (author) / LI HENG (author) / YUAN WEI (author) / REN BIN (author) / LIU KE (author)
2022-07-12
Patent
Electronic Resource
Chinese
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