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Unloading anchoring system for slope treatment and construction method thereof
The invention discloses an unloading anchoring system, particularly discloses an unloading anchoring system for slope treatment and a construction method of the unloading anchoring system, and belongs to the technical field of design and construction of slope and foundation pit engineering structures. According to the unloading anchoring system for slope treatment and the construction method of the unloading anchoring system, the landslide phenomenon of the slope is effectively reduced or even eradicated. The unloading anchoring system comprises a stable soil body, and further comprises an inner unloading anchor row assembly and an outer pulling anchor knot structure, and the inner unloading anchor row assembly is embedded in the soil body on the upper middle portion of the side slope. The end, located outside the side slope soil body, of the inner unloading anchor row assembly is fixedly connected between the side slope surface and the stable soil body through an outer pulling anchor structure. The pressure load of the middle-upper soil body of the side slope on the lower soil body in the vertical direction and the dynamic load of the side slope are reduced through the inner unloading anchor row assembly, and seepage water in the middle-upper soil body of the side slope is discharged out of the side slope through the inner unloading anchor row assembly.
本发明公开了一种卸荷锚固系统，尤其是公开了一种用于边坡治理的卸荷锚固系统及其施工方法，属于边坡及基坑工程结构物设计建造技术领域。提供一种有效减少甚至杜绝边坡发生滑坡现象的用于边坡治理的卸荷锚固系统及其施工方法。所述的卸荷锚固系统包括稳定土体，所述的卸荷锚固系统还包括内卸荷锚排组件和外拉锚结结构，在边坡中上部的土体内镶嵌有内卸荷锚排组件，内卸荷锚排组件位于边坡土体外的一端通过外拉锚结结构固结在边坡表面与稳定土体之间；边坡中上部土体沿竖向对下部土体的压力荷载以及边坡动力荷载通过内卸荷锚排组件消减，边坡中上部土体内的渗水通过内卸荷锚排组件排出边坡。
Unloading anchoring system for slope treatment and construction method thereof
The invention discloses an unloading anchoring system, particularly discloses an unloading anchoring system for slope treatment and a construction method of the unloading anchoring system, and belongs to the technical field of design and construction of slope and foundation pit engineering structures. According to the unloading anchoring system for slope treatment and the construction method of the unloading anchoring system, the landslide phenomenon of the slope is effectively reduced or even eradicated. The unloading anchoring system comprises a stable soil body, and further comprises an inner unloading anchor row assembly and an outer pulling anchor knot structure, and the inner unloading anchor row assembly is embedded in the soil body on the upper middle portion of the side slope. The end, located outside the side slope soil body, of the inner unloading anchor row assembly is fixedly connected between the side slope surface and the stable soil body through an outer pulling anchor structure. The pressure load of the middle-upper soil body of the side slope on the lower soil body in the vertical direction and the dynamic load of the side slope are reduced through the inner unloading anchor row assembly, and seepage water in the middle-upper soil body of the side slope is discharged out of the side slope through the inner unloading anchor row assembly.
本发明公开了一种卸荷锚固系统，尤其是公开了一种用于边坡治理的卸荷锚固系统及其施工方法，属于边坡及基坑工程结构物设计建造技术领域。提供一种有效减少甚至杜绝边坡发生滑坡现象的用于边坡治理的卸荷锚固系统及其施工方法。所述的卸荷锚固系统包括稳定土体，所述的卸荷锚固系统还包括内卸荷锚排组件和外拉锚结结构，在边坡中上部的土体内镶嵌有内卸荷锚排组件，内卸荷锚排组件位于边坡土体外的一端通过外拉锚结结构固结在边坡表面与稳定土体之间；边坡中上部土体沿竖向对下部土体的压力荷载以及边坡动力荷载通过内卸荷锚排组件消减，边坡中上部土体内的渗水通过内卸荷锚排组件排出边坡。
Unloading anchoring system for slope treatment and construction method thereof
用于边坡治理的卸荷锚固系统及其施工方法
TANG XIAOLIN (author) / LI QINGLONG (author)
2024-11-08
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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