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Construction method of gabion retaining wall
The invention discloses a construction method of a gabion retaining wall. The construction method of the gabion retaining wall comprises the steps that 1, construction preparation is carried out, specifically, a gabion retaining wall foundation excavation line and a water retaining assembly foundation excavation line are marked on a riverway slope through white marking lines according to a designdrawing; 2, a water retaining assembly is arranged in a built mode; 3, a gabion retaining wall foundation pit is excavated; 4, a gabion is assembled; 5, a gabion formwork is arranged in an erected mode; 6, the assembled gabion is placed in the gabion formwork, and the gabion is filled with stone materials; 7, after cover plates are arranged, frame pipes are dismantled, and a wood formwork body ismoved to the position of another gabion for installation; 8, the steps 5-7 are repeated; and 9, the water retaining assembly is dismounted. A concrete base with the depth of 0.5m is poured at the bottom of the gabion retaining wall foundation pit, due to the fact that the concrete base is stable in structure and not prone to settle, the durability of the gabion retaining wall can be improved, andthe soil retaining effect is excellent.
本发明公开了一种格宾石笼挡墙的施工方法。所述格宾石笼挡墙的施工方法包括步骤1,施工准备,采用白色标记线在河道边坡上根据设计图纸标记出格宾石笼挡墙基础开挖线和挡水组件基础开挖线;步骤2,搭设挡水组件;步骤3,挖掘格宾石笼挡墙基坑;步骤4,组装格宾石笼;步骤5,架设格宾石笼模板;步骤6,将组装好的格宾石笼置于格宾石笼模板中,使用石料装填格宾石笼;步骤7,盖板安装完成后,拆除架子管,将木模板移至另一格宾石笼位置进行安装;步骤8,重复步骤5‑7;步骤9,拆除挡水组件。通过在格宾石笼挡墙基坑底部浇筑0.5m深的混凝土基底,由于混凝士基底结构稳固,不易发生沉降,能够提升格宾石笼挡墙的耐用性,挡土效果优异。
Construction method of gabion retaining wall
The invention discloses a construction method of a gabion retaining wall. The construction method of the gabion retaining wall comprises the steps that 1, construction preparation is carried out, specifically, a gabion retaining wall foundation excavation line and a water retaining assembly foundation excavation line are marked on a riverway slope through white marking lines according to a designdrawing; 2, a water retaining assembly is arranged in a built mode; 3, a gabion retaining wall foundation pit is excavated; 4, a gabion is assembled; 5, a gabion formwork is arranged in an erected mode; 6, the assembled gabion is placed in the gabion formwork, and the gabion is filled with stone materials; 7, after cover plates are arranged, frame pipes are dismantled, and a wood formwork body ismoved to the position of another gabion for installation; 8, the steps 5-7 are repeated; and 9, the water retaining assembly is dismounted. A concrete base with the depth of 0.5m is poured at the bottom of the gabion retaining wall foundation pit, due to the fact that the concrete base is stable in structure and not prone to settle, the durability of the gabion retaining wall can be improved, andthe soil retaining effect is excellent.
本发明公开了一种格宾石笼挡墙的施工方法。所述格宾石笼挡墙的施工方法包括步骤1,施工准备,采用白色标记线在河道边坡上根据设计图纸标记出格宾石笼挡墙基础开挖线和挡水组件基础开挖线;步骤2,搭设挡水组件;步骤3,挖掘格宾石笼挡墙基坑;步骤4,组装格宾石笼;步骤5,架设格宾石笼模板;步骤6,将组装好的格宾石笼置于格宾石笼模板中,使用石料装填格宾石笼;步骤7,盖板安装完成后,拆除架子管,将木模板移至另一格宾石笼位置进行安装;步骤8,重复步骤5‑7;步骤9,拆除挡水组件。通过在格宾石笼挡墙基坑底部浇筑0.5m深的混凝土基底,由于混凝士基底结构稳固,不易发生沉降,能够提升格宾石笼挡墙的耐用性,挡土效果优异。
Construction method of gabion retaining wall
一种格宾石笼挡墙的施工方法
LI RUIXIANG (Autor:in) / LIU GANG (Autor:in) / CHENG YU (Autor:in)
30.10.2020
Patent
Elektronische Ressource
Chinesisch
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