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The invention discloses a slope inclined bearing platform anchor rod foundation which comprises an anchor rod, an inclined bearing platform and a foundation main column. The inclined bearing platform is arranged on the slope surface and arranged in the slope direction, one end of each anchor rod is anchored into the inclined bearing platform, and the other end of each anchor rod extends into rock or a soil layer; a foundation main column is arranged on the top face of the inclined bearing platform, and foundation bolts are arranged in the foundation main column and connected with an iron tower. The anchor rods are perpendicular to or inclined to the bottom face of the inclined bearing platform. The rock-socketed requirement of a conventional anchor rod bearing platform can be omitted, the embedding depth of the anchor rod foundation bearing platform, the earthwork excavation amount and the inner side slope height are reduced, the construction risk is reduced, and the application range, the economical efficiency and the environmental protection property of the anchor rod foundation are greatly improved.
本发明公开了一种坡面斜承台锚杆基础,包括锚杆、斜承台和基础主柱;斜承台设置在坡面上,并且沿坡向设置,多个锚杆一端与锚入斜承台中,另一端伸入岩石或土层中;斜承台顶面设置基础主柱,基础主柱内设置地脚螺栓,地脚螺栓与铁塔连接;锚杆与斜承台底面垂直或倾斜布置。本发明能够取消了常规锚杆承台嵌岩要求,减少锚杆基础承台的埋置深度、开挖土方工程量和内侧边坡高度,降低施工风险,极大地提高锚杆基础的使用范围、经济性和环保性。
The invention discloses a slope inclined bearing platform anchor rod foundation which comprises an anchor rod, an inclined bearing platform and a foundation main column. The inclined bearing platform is arranged on the slope surface and arranged in the slope direction, one end of each anchor rod is anchored into the inclined bearing platform, and the other end of each anchor rod extends into rock or a soil layer; a foundation main column is arranged on the top face of the inclined bearing platform, and foundation bolts are arranged in the foundation main column and connected with an iron tower. The anchor rods are perpendicular to or inclined to the bottom face of the inclined bearing platform. The rock-socketed requirement of a conventional anchor rod bearing platform can be omitted, the embedding depth of the anchor rod foundation bearing platform, the earthwork excavation amount and the inner side slope height are reduced, the construction risk is reduced, and the application range, the economical efficiency and the environmental protection property of the anchor rod foundation are greatly improved.
本发明公开了一种坡面斜承台锚杆基础,包括锚杆、斜承台和基础主柱;斜承台设置在坡面上,并且沿坡向设置,多个锚杆一端与锚入斜承台中,另一端伸入岩石或土层中;斜承台顶面设置基础主柱,基础主柱内设置地脚螺栓,地脚螺栓与铁塔连接;锚杆与斜承台底面垂直或倾斜布置。本发明能够取消了常规锚杆承台嵌岩要求,减少锚杆基础承台的埋置深度、开挖土方工程量和内侧边坡高度,降低施工风险,极大地提高锚杆基础的使用范围、经济性和环保性。
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