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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, and the multiple layers of gabion retaining wall blocks are arranged in a step shape in the longitudinal direction. A side face grouting gabion is arranged between every two adjacent gabion retaining wall blocks on the same layer. The gabion retaining wall is further provided with anchor cables, one end of each anchor cable penetrates through the corresponding side face grouting gabion and is obliquely arranged in a soil layer behind the gabion retaining wall downwards, and the other end of each anchor cable penetrates through the corresponding side face grouting gabion and is connected with the corresponding enclosing purlin. The problems that an existing retaining wall foundation is exposed, poor in stability, low in durability, low in economic benefit, difficult to repair and the like 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:底部注浆石笼以及设置在底部注浆石笼上的多层石笼挡土墙块,多层石笼挡土墙块在纵向上呈阶梯状设置,在同一层相邻两个石笼挡土墙块之间设有侧面注浆石笼;相邻石笼挡土墙块形成的阶梯处设有围檩,围檩的两端分别延伸至侧面注浆石笼中,格宾挡土墙还设有锚索,锚索的一端穿过侧面注浆石笼向下倾斜设置在格宾挡土墙后的土层中,锚索的另一端穿过侧面注浆石笼与围檩连接,本发明解决了现有挡土墙基础暴露、稳定性差、耐久性低、经济效益低、修复困难等问题。
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, and the multiple layers of gabion retaining wall blocks are arranged in a step shape in the longitudinal direction. A side face grouting gabion is arranged between every two adjacent gabion retaining wall blocks on the same layer. The gabion retaining wall is further provided with anchor cables, one end of each anchor cable penetrates through the corresponding side face grouting gabion and is obliquely arranged in a soil layer behind the gabion retaining wall downwards, and the other end of each anchor cable penetrates through the corresponding side face grouting gabion and is connected with the corresponding enclosing purlin. The problems that an existing retaining wall foundation is exposed, poor in stability, low in durability, low in economic benefit, difficult to repair and the like 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:底部注浆石笼以及设置在底部注浆石笼上的多层石笼挡土墙块,多层石笼挡土墙块在纵向上呈阶梯状设置,在同一层相邻两个石笼挡土墙块之间设有侧面注浆石笼;相邻石笼挡土墙块形成的阶梯处设有围檩,围檩的两端分别延伸至侧面注浆石笼中,格宾挡土墙还设有锚索,锚索的一端穿过侧面注浆石笼向下倾斜设置在格宾挡土墙后的土层中,锚索的另一端穿过侧面注浆石笼与围檩连接,本发明解决了现有挡土墙基础暴露、稳定性差、耐久性低、经济效益低、修复困难等问题。
Gabion retaining wall and construction method thereof
一种格宾挡土墙及其施工方法
KONG CHAO (Autor:in) / GU SONG (Autor:in) / GU YING (Autor:in) / REN SONGBO (Autor:in) / YANG LIQIONG (Autor:in) / CHEN YONG (Autor:in)
26.02.2021
Patent
Elektronische Ressource
Chinesisch
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