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A platform for research: civil engineering, architecture and urbanism
Flexible frame wrapped reinforced earth retaining wall and calculation method
The invention discloses a flexible frame wrapping type reinforced earth retaining wall and a calculation method, relates to the field of slope engineering support and aims to solve the problems that in the prior art, a wrapping type reinforced earth retaining wall is small in surface rigidity, and wall surface deformation and even damage are prone to occurring under the earthquake action. The retaining wall is arranged on the outer side of the side slope; the wrapping type reinforced earth retaining wall comprises a reinforced wall body, a wrapping area and a flexible frame which are sequentially arranged in the direction gradually away from the slope. The reinforced wall body is divided into a first area and a second area from top to bottom, the first area is a long rib reinforcing area, the second area is divided into a soil filling area and a short rib reinforcing area in the direction gradually away from the side slope, and the wrapping area comprises a plurality of wrapping bodies which are sequentially stacked in the vertical direction. The method can be used for slope supporting.
本发明公开了一种柔性框架包裹式加筋土挡墙及计算方法，涉及边坡工程支护领域，用以解决现有技术中包裹式加筋土挡墙面刚度小、在地震作用下易产生墙面变形甚至破坏的问题。该挡墙设于边坡的外侧；包裹式加筋土挡墙包括沿逐渐远离边坡方向依次设置的加筋墙体、包裹区和柔性框架；加筋墙体从上至下分为第一区和第二区，第一区为长筋加固区，第二区沿逐渐远离边坡方向分为填土区和短筋加固区，包裹区包括沿竖向依次层叠的多个包裹体。本发明可用于边坡支护。
Flexible frame wrapped reinforced earth retaining wall and calculation method
The invention discloses a flexible frame wrapping type reinforced earth retaining wall and a calculation method, relates to the field of slope engineering support and aims to solve the problems that in the prior art, a wrapping type reinforced earth retaining wall is small in surface rigidity, and wall surface deformation and even damage are prone to occurring under the earthquake action. The retaining wall is arranged on the outer side of the side slope; the wrapping type reinforced earth retaining wall comprises a reinforced wall body, a wrapping area and a flexible frame which are sequentially arranged in the direction gradually away from the slope. The reinforced wall body is divided into a first area and a second area from top to bottom, the first area is a long rib reinforcing area, the second area is divided into a soil filling area and a short rib reinforcing area in the direction gradually away from the side slope, and the wrapping area comprises a plurality of wrapping bodies which are sequentially stacked in the vertical direction. The method can be used for slope supporting.
本发明公开了一种柔性框架包裹式加筋土挡墙及计算方法，涉及边坡工程支护领域，用以解决现有技术中包裹式加筋土挡墙面刚度小、在地震作用下易产生墙面变形甚至破坏的问题。该挡墙设于边坡的外侧；包裹式加筋土挡墙包括沿逐渐远离边坡方向依次设置的加筋墙体、包裹区和柔性框架；加筋墙体从上至下分为第一区和第二区，第一区为长筋加固区，第二区沿逐渐远离边坡方向分为填土区和短筋加固区，包裹区包括沿竖向依次层叠的多个包裹体。本发明可用于边坡支护。
Flexible frame wrapped reinforced earth retaining wall and calculation method
一种柔性框架包裹式加筋土挡墙及计算方法
XU PENG (author) / LI ANHONG (author) / YANG GUANGQING (author) / WANG ZHIMENG (author) / YAO YUCHUN (author) / WANG ZHIJIE (author) / WANG HE (author) / CHEN WEIZHI (author) / HU HUIXING (author)
2024-08-09
Patent
Electronic Resource
Chinese
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