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Gabion retaining wall and construction method thereof
The invention discloses a gabion retaining wall and a construction method thereof, and relates to the technical field of retaining walls, the gabion retaining wall comprises a bottom grouting gabion and multiple layers of gabion retaining wall blocks arranged on the bottom grouting gabion in the longitudinal direction and the transverse direction, and a plurality of transverse tie bars are arranged at the bottoms of the gabion retaining wall blocks. One end of each transverse tie bar is connected with the gabion retaining wall block, the other end of each transverse tie bar is arranged in theroadbed, and the longitudinal tie bars are arranged at the ends, connected with the gabion retaining wall block, of the transverse tie bars. The problems that an existing retaining wall is prone to sedimentation and collapse, low in strength, unstable, low in construction efficiency and low in repairing speed are solved.
本发明公开了一种格宾挡土墙及其施工方法,涉及挡土墙技术领域,格宾挡土墙包括:底部注浆石笼以及沿纵向和横向设置在底部注浆石笼上的多层石笼挡土墙块,石笼挡土墙块的底部设有多根横向拉结钢筋,横向拉结钢筋的一端与石笼挡土墙块连接,横向拉结钢筋的另一端设置在路基中,多根横向拉结钢筋与石笼挡土墙块连接的一端设有纵向拉结钢筋,本发明解决了现有挡土墙易沉降坍塌、强度低、不稳定、施工效率低,修复速度慢的问题。
Gabion retaining wall and construction method thereof
The invention discloses a gabion retaining wall and a construction method thereof, and relates to the technical field of retaining walls, the gabion retaining wall comprises a bottom grouting gabion and multiple layers of gabion retaining wall blocks arranged on the bottom grouting gabion in the longitudinal direction and the transverse direction, and a plurality of transverse tie bars are arranged at the bottoms of the gabion retaining wall blocks. One end of each transverse tie bar is connected with the gabion retaining wall block, the other end of each transverse tie bar is arranged in theroadbed, and the longitudinal tie bars are arranged at the ends, connected with the gabion retaining wall block, of the transverse tie bars. The problems that an existing retaining wall is prone to sedimentation and collapse, low in strength, unstable, low in construction efficiency and low in repairing speed are solved.
本发明公开了一种格宾挡土墙及其施工方法,涉及挡土墙技术领域,格宾挡土墙包括:底部注浆石笼以及沿纵向和横向设置在底部注浆石笼上的多层石笼挡土墙块,石笼挡土墙块的底部设有多根横向拉结钢筋,横向拉结钢筋的一端与石笼挡土墙块连接,横向拉结钢筋的另一端设置在路基中,多根横向拉结钢筋与石笼挡土墙块连接的一端设有纵向拉结钢筋,本发明解决了现有挡土墙易沉降坍塌、强度低、不稳定、施工效率低,修复速度慢的问题。
Gabion retaining wall and construction method thereof
一种格宾挡土墙及其施工方法
GU YING (Autor:in) / KONG CHAO (Autor:in) / GU SONG (Autor:in) / REN SONGBO (Autor:in) / YANG LIQIONG (Autor:in) / XU CHUAN (Autor:in)
26.02.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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