Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Reinforcing structure of cantilever type retaining wall
The reinforcing structure comprises vertical rib columns, horizontal connecting beams and anchor rods, the vertical rib columns and the horizontal connecting beams are arranged on the wall face of the retaining wall, the multiple vertical rib columns and the multiple horizontal connecting beams intersect to form rib column joints, through holes are formed in the positions, corresponding to the joints, of the retaining wall, and the anchor rods are arranged in the through holes. One end of the anchor rod penetrates through the through hole from one side of the retaining wall back to be anchored on the rib column node, and the other end of the anchor rod is anchored on a stable soil layer. According to the reinforcing structure, the retaining wall is supported through the rib columns and the connecting beams on the wall face of the retaining wall, the retaining wall is anchored in a stable soil layer on one side of the wall back through the anchor rods, and the stability of the retaining wall is enhanced through the pulling resistance of the anchor rods.
本发明公开了一种悬臂式挡土墙的加固结构，包括竖向肋柱、水平连梁以及锚杆，所述竖向肋柱和水平连梁设置于挡土墙墙面，若干竖向肋柱和若干水平连梁相交形成肋柱节点，挡土墙在与节点对应处开设有通孔，锚杆一端自挡土墙墙背一侧穿过通孔锚固在肋柱节点上，锚杆另一端锚固在稳定土层上。本发明的加固结构通过挡土墙墙面的肋柱和连梁对挡土墙提供支撑，并通过锚杆锚固在墙背一侧的稳定土层中，通过锚杆抗拔力增强既有挡土墙的稳定性。
Reinforcing structure of cantilever type retaining wall
The reinforcing structure comprises vertical rib columns, horizontal connecting beams and anchor rods, the vertical rib columns and the horizontal connecting beams are arranged on the wall face of the retaining wall, the multiple vertical rib columns and the multiple horizontal connecting beams intersect to form rib column joints, through holes are formed in the positions, corresponding to the joints, of the retaining wall, and the anchor rods are arranged in the through holes. One end of the anchor rod penetrates through the through hole from one side of the retaining wall back to be anchored on the rib column node, and the other end of the anchor rod is anchored on a stable soil layer. According to the reinforcing structure, the retaining wall is supported through the rib columns and the connecting beams on the wall face of the retaining wall, the retaining wall is anchored in a stable soil layer on one side of the wall back through the anchor rods, and the stability of the retaining wall is enhanced through the pulling resistance of the anchor rods.
本发明公开了一种悬臂式挡土墙的加固结构，包括竖向肋柱、水平连梁以及锚杆，所述竖向肋柱和水平连梁设置于挡土墙墙面，若干竖向肋柱和若干水平连梁相交形成肋柱节点，挡土墙在与节点对应处开设有通孔，锚杆一端自挡土墙墙背一侧穿过通孔锚固在肋柱节点上，锚杆另一端锚固在稳定土层上。本发明的加固结构通过挡土墙墙面的肋柱和连梁对挡土墙提供支撑，并通过锚杆锚固在墙背一侧的稳定土层中，通过锚杆抗拔力增强既有挡土墙的稳定性。
Reinforcing structure of cantilever type retaining wall
一种悬臂式挡土墙的加固结构
WANG PENG (Autor:in) / TAN HAIJUN (Autor:in) / KANG XU (Autor:in) / ZHU LIN (Autor:in) / WU JINPING (Autor:in) / YU GUANGWEN (Autor:in) / WANG YUE (Autor:in) / CHEN QIN (Autor:in)
22.03.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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