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Gabion retaining wall construction method
The invention provides a gabion retaining wall construction method. The gabion retaining wall construction method comprises the following steps that foundation excavation is carried out, specifically, foundation pit excavation is carried out after accurate measurement and setting-out, and working pits with the width not smaller than 1m are reserved on the two sides of a foundation pit; a base is leveled, residual soil and muck at the bottom of the pit are cleaned up, and the bottom of the pit and the wall of the pit are leveled; gabion is installed, specifically, two adjacent net faces of a gabion net cage are bundled and fixed through binding wires, and two vertically-adjacent gabion net cages and two horizontally-adjacent gabion net cages are further bundled and fixed through binding wires; stone filling is carried out, the gabion net cages on the same layer are filled with stone, filler is evenly put into the gabion net cages on the same layer, and the thickness of the filler put into each gabion net cage every time is 30-35 cm; a cover plate is twisted, the top of the filler in the gabion net cages is flattened, and the top of the filler is 2.5-4 cm higher than the tops of the gabion net cages; and the gabion wall is backfilled, and clay is backfilled behind the gabion wall. The gabion retaining wall construction method is convenient to construct, high in construction speed, high in efficiency and short in construction period.
本发明提供一种格宾挡墙施工方法,包括以下步骤:基础开挖,精确测量放线后进行基坑开挖,基坑两侧预留宽度不小于1m的工作坑;基底清平,清理干净坑底的残土、渣土,并对坑底、坑壁进行清平;格宾安装,将格宾网箱相邻的两个网面之间采用绑丝捆扎固定,上下相邻和左右相邻的两个格宾网箱之间也通过绑丝捆扎固定;石料填装,均匀地向同层的各格宾网箱放入填充料,每个格宾网箱中每次的投入的填充料厚度为30~35cm;盖板绞合,平整格宾网箱内部填充料的顶部,并使填充料的顶部高于格宾网箱顶部2.5~4cm;格宾墙后回填,在格宾墙后回填粘土;本发明中格宾挡墙施工方法施工方便,施工速度快,效率高,工期较短。
Gabion retaining wall construction method
The invention provides a gabion retaining wall construction method. The gabion retaining wall construction method comprises the following steps that foundation excavation is carried out, specifically, foundation pit excavation is carried out after accurate measurement and setting-out, and working pits with the width not smaller than 1m are reserved on the two sides of a foundation pit; a base is leveled, residual soil and muck at the bottom of the pit are cleaned up, and the bottom of the pit and the wall of the pit are leveled; gabion is installed, specifically, two adjacent net faces of a gabion net cage are bundled and fixed through binding wires, and two vertically-adjacent gabion net cages and two horizontally-adjacent gabion net cages are further bundled and fixed through binding wires; stone filling is carried out, the gabion net cages on the same layer are filled with stone, filler is evenly put into the gabion net cages on the same layer, and the thickness of the filler put into each gabion net cage every time is 30-35 cm; a cover plate is twisted, the top of the filler in the gabion net cages is flattened, and the top of the filler is 2.5-4 cm higher than the tops of the gabion net cages; and the gabion wall is backfilled, and clay is backfilled behind the gabion wall. The gabion retaining wall construction method is convenient to construct, high in construction speed, high in efficiency and short in construction period.
本发明提供一种格宾挡墙施工方法,包括以下步骤:基础开挖,精确测量放线后进行基坑开挖,基坑两侧预留宽度不小于1m的工作坑;基底清平,清理干净坑底的残土、渣土,并对坑底、坑壁进行清平;格宾安装,将格宾网箱相邻的两个网面之间采用绑丝捆扎固定,上下相邻和左右相邻的两个格宾网箱之间也通过绑丝捆扎固定;石料填装,均匀地向同层的各格宾网箱放入填充料,每个格宾网箱中每次的投入的填充料厚度为30~35cm;盖板绞合,平整格宾网箱内部填充料的顶部,并使填充料的顶部高于格宾网箱顶部2.5~4cm;格宾墙后回填,在格宾墙后回填粘土;本发明中格宾挡墙施工方法施工方便,施工速度快,效率高,工期较短。
Gabion retaining wall construction method
一种格宾挡墙施工方法
LI HUAN (Autor:in) / ZENG FANFU (Autor:in) / SUN XIANQUN (Autor:in) / LIU LUYAO (Autor:in) / CHANG FUHUA (Autor:in)
06.08.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Gabion retaining wall and construction method thereof
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