A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Reinforced soil abrupt slope and construction method thereof
The invention discloses a reinforced soil abrupt slope and a construction method thereof, belongs to the technical field of reinforced structures, and aims to solve at least one of the problems in the prior art that lateral soil pressure generated by reinforced soil of a reinforced soil structure directly acts on a slope protection layer, so that the slope protection layer horizontally deforms, and the reinforcement effect of a reinforced material is insufficient. In the abrupt slope, a deformation energy absorption area comprises an L-shaped mesh and a stone matching assembly, a reinforced composite body comprises a reinforced soil body, a reinforced material and a soilbag assembly, the soilbag assembly is arranged in the reinforced soil body and located on the side, away from the existing abrupt slope, of the reinforced soil body, and the reinforced material is laid in the reinforced soil body and wraps the soilbag assembly; the side edge of the geotechnical bag assembly, the bottom edge of the L-shaped mesh and the side edge of the L-shaped mesh form a matched stone containing space, and the matched stone containing space is filled with the matched stone assembly. The method can be used for reinforcing the existing side slope.
本发明公开了一种加筋土陡坡及其施工方法，属于加筋结构技术领域，用以解决现有技术中加筋土结构加筋土体产生的侧向土压力直接作用于坡面保护层导致坡面保护层发生水平变形、加筋材料加筋效果不足中的至少一个问题。该陡坡中，变形能量吸收区包括L型网片和配石组件，加筋复合体包括加筋土体、加筋材料和土工袋组件，土工袋组件设于加筋土体中且位于加筋土体远离既有陡坡的一侧，加筋材料铺设于加筋土体中且包裹土工袋组件，土工袋组件的侧边、L型网片的底边和L型网片的侧边构成配石容置空间，配石组件填充于配石容置空间中。本发明可用于既有边坡的加固。
Reinforced soil abrupt slope and construction method thereof
The invention discloses a reinforced soil abrupt slope and a construction method thereof, belongs to the technical field of reinforced structures, and aims to solve at least one of the problems in the prior art that lateral soil pressure generated by reinforced soil of a reinforced soil structure directly acts on a slope protection layer, so that the slope protection layer horizontally deforms, and the reinforcement effect of a reinforced material is insufficient. In the abrupt slope, a deformation energy absorption area comprises an L-shaped mesh and a stone matching assembly, a reinforced composite body comprises a reinforced soil body, a reinforced material and a soilbag assembly, the soilbag assembly is arranged in the reinforced soil body and located on the side, away from the existing abrupt slope, of the reinforced soil body, and the reinforced material is laid in the reinforced soil body and wraps the soilbag assembly; the side edge of the geotechnical bag assembly, the bottom edge of the L-shaped mesh and the side edge of the L-shaped mesh form a matched stone containing space, and the matched stone containing space is filled with the matched stone assembly. The method can be used for reinforcing the existing side slope.
本发明公开了一种加筋土陡坡及其施工方法，属于加筋结构技术领域，用以解决现有技术中加筋土结构加筋土体产生的侧向土压力直接作用于坡面保护层导致坡面保护层发生水平变形、加筋材料加筋效果不足中的至少一个问题。该陡坡中，变形能量吸收区包括L型网片和配石组件，加筋复合体包括加筋土体、加筋材料和土工袋组件，土工袋组件设于加筋土体中且位于加筋土体远离既有陡坡的一侧，加筋材料铺设于加筋土体中且包裹土工袋组件，土工袋组件的侧边、L型网片的底边和L型网片的侧边构成配石容置空间，配石组件填充于配石容置空间中。本发明可用于既有边坡的加固。
Reinforced soil abrupt slope and construction method thereof
一种加筋土陡坡及其施工方法
YANG GUANGQING (author) / ZHANG HONGBIN (author) / SU PENGHUI (author) / ZHANG JIANZHONG (author) / YANG XUFENG (author) / MA TIANCHANG (author) / LI ZHAO (author) / LI TING (author) / HAN GUANGDONG (author) / XU PENG (author)
2024-01-23
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Construction method of high abrupt slope reinforced embankment
| European Patent Office | 2023
| European Patent Office | 2023
| European Patent Office | 2024
Abrupt slope building reinforcing structure and construction method thereof
| European Patent Office | 2023