Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
High-intensity area steep slope high pile cap slope reinforcing device
The embodiment of the invention provides a slope reinforcing device for a steep slope high pile cap in a high-intensity area, and relates to the field of highway construction. The high-intensity area steep slope high-pile bearing platform side slope reinforcing device comprises a bearing platform, a pile body is poured at the top of the bearing platform, a cavity is vertically formed in the center of an inner cavity of the bearing platform and the center of an inner cavity of the pile body, and an adjusting assembly is arranged on the side, close to the cavity, of the bearing platform and the side, close to the cavity, of the pile body; the top, close to the cavity, of the adjusting assembly is provided with a first reinforcing assembly. A second reinforcing assembly is arranged at the bottom, close to the cavity, of the adjusting assembly. According to the high-intensity area steep slope high-pile bearing platform side slope reinforcing device, through cooperation of the adjusting assembly, the first reinforcing assembly and the second reinforcing assembly, bearing platform high piles located on a high-intensity earthquake mountainous area slope are stably supported in the mode that supporting and ground inserting are combined, the stability of the bearing platform high piles is guaranteed, the integrity is high, and the bearing platform high piles can be stably supported; and the construction cost and difficulty of the high pile of the bearing platform are reduced, and construction is convenient.
本申请实施例提供高烈度区陡斜坡高桩承台边坡加固装置，涉及高速公路建设领域。高烈度区陡斜坡高桩承台边坡加固装置，包括：承台，所述承台的顶部浇筑有桩体，所述承台和桩体内腔的中心处竖向开设有空腔，所述承台和桩体靠近空腔的一侧设置有调节组件；所述调节组件靠近空腔的顶部设置有第一加固组件；所述调节组件靠近空腔的底部设置有第二加固组件。该高烈度区陡斜坡高桩承台边坡加固装置，通过调节组件、第一加固组件和第二加固组件的配合，采用支护和地插相结合的方式对处在高烈度地震山区斜坡上的承台高桩进行稳固性支撑，不仅使自身稳定性得以保证，整体性强，还降低承台高桩的施工成本和难度，便于施工。
High-intensity area steep slope high pile cap slope reinforcing device
The embodiment of the invention provides a slope reinforcing device for a steep slope high pile cap in a high-intensity area, and relates to the field of highway construction. The high-intensity area steep slope high-pile bearing platform side slope reinforcing device comprises a bearing platform, a pile body is poured at the top of the bearing platform, a cavity is vertically formed in the center of an inner cavity of the bearing platform and the center of an inner cavity of the pile body, and an adjusting assembly is arranged on the side, close to the cavity, of the bearing platform and the side, close to the cavity, of the pile body; the top, close to the cavity, of the adjusting assembly is provided with a first reinforcing assembly. A second reinforcing assembly is arranged at the bottom, close to the cavity, of the adjusting assembly. According to the high-intensity area steep slope high-pile bearing platform side slope reinforcing device, through cooperation of the adjusting assembly, the first reinforcing assembly and the second reinforcing assembly, bearing platform high piles located on a high-intensity earthquake mountainous area slope are stably supported in the mode that supporting and ground inserting are combined, the stability of the bearing platform high piles is guaranteed, the integrity is high, and the bearing platform high piles can be stably supported; and the construction cost and difficulty of the high pile of the bearing platform are reduced, and construction is convenient.
本申请实施例提供高烈度区陡斜坡高桩承台边坡加固装置，涉及高速公路建设领域。高烈度区陡斜坡高桩承台边坡加固装置，包括：承台，所述承台的顶部浇筑有桩体，所述承台和桩体内腔的中心处竖向开设有空腔，所述承台和桩体靠近空腔的一侧设置有调节组件；所述调节组件靠近空腔的顶部设置有第一加固组件；所述调节组件靠近空腔的底部设置有第二加固组件。该高烈度区陡斜坡高桩承台边坡加固装置，通过调节组件、第一加固组件和第二加固组件的配合，采用支护和地插相结合的方式对处在高烈度地震山区斜坡上的承台高桩进行稳固性支撑，不仅使自身稳定性得以保证，整体性强，还降低承台高桩的施工成本和难度，便于施工。
High-intensity area steep slope high pile cap slope reinforcing device
高烈度区陡斜坡高桩承台边坡加固装置
XIANG BO (Autor:in) / LIU RENGANG (Autor:in) / TAN BANGMING (Autor:in) / LI YING (Autor:in) / LIU ZIQIANG (Autor:in) / XU HONGBIAO (Autor:in) / WU KAI (Autor:in) / TANG GUOHAN (Autor:in) / LIU PENG (Autor:in) / WANG CHANGLIN (Autor:in)
31.10.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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