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A platform for research: civil engineering, architecture and urbanism
Flexible connection combined retaining device for high fill slope with deep slippage
The invention discloses a flexible connection combined supporting and retaining device for a high-fill slope with deep slippage, and relates to the technical field of high-fill slope supporting, the flexible connection combined supporting and retaining device comprises a retaining wall, a mattress layer and an anti-slide pile which are sequentially arranged from top to bottom, and further comprises an elastic device; the elastic devices are arranged at the ends, stretching into the mattress layer, of the slide-resistant piles in a sleeving mode. By the adoption of the scheme, when the displacement difference between the top of the anti-slide pile and the upper retaining wall is too large, the effects of absorbing deformation and coordinating deformation can be achieved through the elastic device meeting the requirement for transmission force, and the stability of the upper retaining wall cannot be affected by the displacement difference between the top of the anti-slide pile and the upper retaining wall.
本发明公开了一种针对具有深层滑移的高填方边坡柔性连接组合支挡装置，涉及高填方填土边坡支护技术领域，包括从上至下依次设置的挡土墙、褥垫层和抗滑桩，还包括弹性装置；所述弹性装置套设于所述抗滑桩伸入所述褥垫层的端部。采用本方案，当发生抗滑桩桩顶与上部挡土墙的位移差过大时，能通过满足传导力要求的弹性装置，实现吸收变形、协调变形的作用，使抗滑桩桩顶与上部挡土墙的位移差不会影响上部挡土墙的稳定性。
Flexible connection combined retaining device for high fill slope with deep slippage
The invention discloses a flexible connection combined supporting and retaining device for a high-fill slope with deep slippage, and relates to the technical field of high-fill slope supporting, the flexible connection combined supporting and retaining device comprises a retaining wall, a mattress layer and an anti-slide pile which are sequentially arranged from top to bottom, and further comprises an elastic device; the elastic devices are arranged at the ends, stretching into the mattress layer, of the slide-resistant piles in a sleeving mode. By the adoption of the scheme, when the displacement difference between the top of the anti-slide pile and the upper retaining wall is too large, the effects of absorbing deformation and coordinating deformation can be achieved through the elastic device meeting the requirement for transmission force, and the stability of the upper retaining wall cannot be affected by the displacement difference between the top of the anti-slide pile and the upper retaining wall.
本发明公开了一种针对具有深层滑移的高填方边坡柔性连接组合支挡装置，涉及高填方填土边坡支护技术领域，包括从上至下依次设置的挡土墙、褥垫层和抗滑桩，还包括弹性装置；所述弹性装置套设于所述抗滑桩伸入所述褥垫层的端部。采用本方案，当发生抗滑桩桩顶与上部挡土墙的位移差过大时，能通过满足传导力要求的弹性装置，实现吸收变形、协调变形的作用，使抗滑桩桩顶与上部挡土墙的位移差不会影响上部挡土墙的稳定性。
Flexible connection combined retaining device for high fill slope with deep slippage
针对具有深层滑移的高填方边坡柔性连接组合支挡装置
SONG HAORAN (author) / ZHU RENGUANG (author) / WANG GANG (author) / CHEN QIANG (author) / YU ZHIPING (author) / YANG WEI (author) / ZHENG XIAOJING (author) / ZHANG FAN (author) / LI TINGYOU (author) / WEN LIANYONG (author)
2023-07-21
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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