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Self-stabilizing landscape retaining wall composite structure and construction method thereof
The invention relates to a self-stabilization type landscape retaining wall combined structure and a construction method thereof, relates to the related technical field of backfill slope stable support, and aims to solve the problem that a gravity type landscape retaining wall structure is insufficient in bearing capacity, the self-stabilization type landscape retaining wall combined structure comprises an enclosing wall arranged on a stable stratum and a covering soil layer stacked on the stable stratum, a grouting reinforced soil retaining wall is arranged between the enclosing wall and the covering soil layer; the grouting reinforced soil retaining wall comprises a soil engineering bag wall close to one side of the enclosing wall and a plurality of soil filling layers compacted on a stable stratum, a plurality of grouting anchor rods used for grouting the soil filling layers are pre-buried in the soil filling layers, and a plurality of geogrids are laid in the soil filling layers. The retaining wall has the effect of improving the bearing capacity and the non-deformability of the retaining wall.
本申请涉及一种自稳式景观挡土墙组合结构及其施工方法,涉及回填土边坡稳定支护相关技术领域,为了解决重力式景观挡土墙结构的承载能力不足的问题,其包括设置在稳定地层上的围墙和堆集在稳定地层上的覆盖土层,所述围墙与覆盖土层之间设置有注浆加筋土挡墙;所述注浆加筋土挡墙包括紧靠在围墙一侧的土工包袋墙以及压实在稳定地层上的若干层填土层,所述填土层中预埋有若干用于对填土层注浆的若干注浆锚杆,若干所述填土层中铺设有若干层土工格栅。本申请具有提高挡土墙的承载和抗变形能力的效果。
Self-stabilizing landscape retaining wall composite structure and construction method thereof
The invention relates to a self-stabilization type landscape retaining wall combined structure and a construction method thereof, relates to the related technical field of backfill slope stable support, and aims to solve the problem that a gravity type landscape retaining wall structure is insufficient in bearing capacity, the self-stabilization type landscape retaining wall combined structure comprises an enclosing wall arranged on a stable stratum and a covering soil layer stacked on the stable stratum, a grouting reinforced soil retaining wall is arranged between the enclosing wall and the covering soil layer; the grouting reinforced soil retaining wall comprises a soil engineering bag wall close to one side of the enclosing wall and a plurality of soil filling layers compacted on a stable stratum, a plurality of grouting anchor rods used for grouting the soil filling layers are pre-buried in the soil filling layers, and a plurality of geogrids are laid in the soil filling layers. The retaining wall has the effect of improving the bearing capacity and the non-deformability of the retaining wall.
本申请涉及一种自稳式景观挡土墙组合结构及其施工方法,涉及回填土边坡稳定支护相关技术领域,为了解决重力式景观挡土墙结构的承载能力不足的问题,其包括设置在稳定地层上的围墙和堆集在稳定地层上的覆盖土层,所述围墙与覆盖土层之间设置有注浆加筋土挡墙;所述注浆加筋土挡墙包括紧靠在围墙一侧的土工包袋墙以及压实在稳定地层上的若干层填土层,所述填土层中预埋有若干用于对填土层注浆的若干注浆锚杆,若干所述填土层中铺设有若干层土工格栅。本申请具有提高挡土墙的承载和抗变形能力的效果。
Self-stabilizing landscape retaining wall composite structure and construction method thereof
一种自稳式景观挡土墙组合结构及其施工方法
YU PEIJIAN (Autor:in) / DAI XINYOU (Autor:in) / FENG JINXIN (Autor:in) / WU LIANGTAO (Autor:in) / GUO YICHENG (Autor:in) / YANG FANG (Autor:in) / HAN RUI (Autor:in) / ZHAO CHANGHE (Autor:in)
12.12.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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