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Loess area high-water-pressure soil layer anchor cable construction method capable of saving materials
The invention discloses a material-saving loess area high-water-pressure soil layer anchor cable construction method. The material-saving loess area high-water-pressure soil layer anchor cable construction method comprises the following specific steps: S1, slope repairing; the surface layer of the slope is subjected to slope repairing, protruding soil blocks and stone blocks on the surface layer of the slope body are removed, and soil filling treatment is conducted on the concave portions of the surface layer of the slope body; S2, slope cleaning; wherein soil on the surface layer of the side slope is pressed, so that the soil and the surface layer of the side slope are fused and do not fall off; removing residual loose soil, gravels and the like on the outer side of the surface layer of the slope body; S3, beam laying; wherein an anchor cable frame beam is laid on the side slope, and soil filling treatment is conducted again between the anchor cable frame beam and the slope surface. According to the material-saving anchor cable construction method for the high-water-pressure soil layer in the loess area, the overall structure of an anchor cable frame beam is more stable, in the anchor cable construction process after the anchor cable frame beam is laid, the situation that the anchor cable frame beam shifts, sinks and the like hardly happens to the anchor cable frame beam, and in the using process after anchor cable construction is completed, the stability of the anchor cable frame beam is kept for a long time.
本发明公开了一种节约材料的黄土地区高水压土层锚索施工方法,具体步骤如下:S1、修坡;对边坡的表层进行修坡,除去坡体表层凸出的土块、石块,并对坡体表层凹陷的部位进行填土处理;S2、清坡;对边坡表层土壤进行压紧处理,使土壤与边坡表层融合不脱落;清除坡体表层外侧残留的疏松土壤、碎石子等物;S3、铺梁;在边坡上铺设锚索框架梁,并在锚索框架梁与坡面之间再次进行填土处理。该节约材料的黄土地区高水压土层锚索施工方法,使锚索框架梁整体结构更稳定,在铺设锚索框架梁之后的锚索施工过程中,锚索框架梁几乎不会发生移位、下陷等情况,在锚索施工结束后的使用过程中,锚索框架梁稳定也长久保持。
Loess area high-water-pressure soil layer anchor cable construction method capable of saving materials
The invention discloses a material-saving loess area high-water-pressure soil layer anchor cable construction method. The material-saving loess area high-water-pressure soil layer anchor cable construction method comprises the following specific steps: S1, slope repairing; the surface layer of the slope is subjected to slope repairing, protruding soil blocks and stone blocks on the surface layer of the slope body are removed, and soil filling treatment is conducted on the concave portions of the surface layer of the slope body; S2, slope cleaning; wherein soil on the surface layer of the side slope is pressed, so that the soil and the surface layer of the side slope are fused and do not fall off; removing residual loose soil, gravels and the like on the outer side of the surface layer of the slope body; S3, beam laying; wherein an anchor cable frame beam is laid on the side slope, and soil filling treatment is conducted again between the anchor cable frame beam and the slope surface. According to the material-saving anchor cable construction method for the high-water-pressure soil layer in the loess area, the overall structure of an anchor cable frame beam is more stable, in the anchor cable construction process after the anchor cable frame beam is laid, the situation that the anchor cable frame beam shifts, sinks and the like hardly happens to the anchor cable frame beam, and in the using process after anchor cable construction is completed, the stability of the anchor cable frame beam is kept for a long time.
本发明公开了一种节约材料的黄土地区高水压土层锚索施工方法,具体步骤如下:S1、修坡;对边坡的表层进行修坡,除去坡体表层凸出的土块、石块,并对坡体表层凹陷的部位进行填土处理;S2、清坡;对边坡表层土壤进行压紧处理,使土壤与边坡表层融合不脱落;清除坡体表层外侧残留的疏松土壤、碎石子等物;S3、铺梁;在边坡上铺设锚索框架梁,并在锚索框架梁与坡面之间再次进行填土处理。该节约材料的黄土地区高水压土层锚索施工方法,使锚索框架梁整体结构更稳定,在铺设锚索框架梁之后的锚索施工过程中,锚索框架梁几乎不会发生移位、下陷等情况,在锚索施工结束后的使用过程中,锚索框架梁稳定也长久保持。
Loess area high-water-pressure soil layer anchor cable construction method capable of saving materials
一种节约材料的黄土地区高水压土层锚索施工方法
GAO PENG (Autor:in) / WANG LIBO (Autor:in) / LI FENGBO (Autor:in) / WANG ZHEN (Autor:in) / ZHANG QI (Autor:in) / SHI YAN (Autor:in) / PAN NINGBO (Autor:in) / ZHANG QIXING (Autor:in) / CAO DEWEI (Autor:in) / YUAN ZHENMIN (Autor:in)
04.06.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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