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Side slope dangerous rock body tension fracture type collapse prevention and treatment structure and method
The invention relates to a side slope dangerous rock mass pull crack type collapse prevention and treatment structure and method, and belongs to the field of side slope protection, the side slope dangerous rock mass pull crack type collapse prevention and treatment structure comprises a plurality of plate rib type anchor rod retaining walls and a passive protective net, the plate rib type anchor rod retaining walls are arranged on a side slope at intervals up and down, the plate rib type anchor rod retaining walls are used for supporting the side slope dangerous rock mass, and the passive protective net is used for supporting the side slope dangerous rock mass. The plate rib type anchor rod retaining wall comprises rib columns, first anchor rods and rib plates, the multiple rib columns are arranged on the side slope, the multiple first anchor rods are arranged on the side slope, the first anchor rods are arranged on the rib columns in a penetrating mode, and the rib plates are arranged between the adjacent rib columns; the passive protective net is arranged on the rib columns on the lower portion of the slope and used for blocking the tops of the rib plates. The method has the advantages that the collapsed dangerous rock body is prevented from rolling to the slope toe, and the prevention and treatment effect on tension fracture type collapse of the slope dangerous rock body is effectively improved.
本申请涉及一种边坡危岩体拉裂型崩塌防治结构及方法,属于边坡防护的领域,其包括板肋式锚杆挡墙和被动防护网,所述板肋式锚杆挡墙在边坡上呈上下间隔设置有多个,多个所述板肋式锚杆挡墙用于对边坡危岩体进行支撑,所述板肋式锚杆挡墙包括肋柱、第一锚杆和肋板,所述肋柱在边坡上设置有多个,所述第一锚杆在边坡上设置有多个,且所述第一锚杆穿设在肋柱上,所述肋板设置在相邻肋柱之间;所述被动防护网设置在边坡下部的肋柱上且用于对肋板的顶部进行阻挡。本申请具有预防崩塌的危岩体滚落至坡脚,有效提升对边坡危岩体拉裂型崩塌的防治效果的效果。
Side slope dangerous rock body tension fracture type collapse prevention and treatment structure and method
The invention relates to a side slope dangerous rock mass pull crack type collapse prevention and treatment structure and method, and belongs to the field of side slope protection, the side slope dangerous rock mass pull crack type collapse prevention and treatment structure comprises a plurality of plate rib type anchor rod retaining walls and a passive protective net, the plate rib type anchor rod retaining walls are arranged on a side slope at intervals up and down, the plate rib type anchor rod retaining walls are used for supporting the side slope dangerous rock mass, and the passive protective net is used for supporting the side slope dangerous rock mass. The plate rib type anchor rod retaining wall comprises rib columns, first anchor rods and rib plates, the multiple rib columns are arranged on the side slope, the multiple first anchor rods are arranged on the side slope, the first anchor rods are arranged on the rib columns in a penetrating mode, and the rib plates are arranged between the adjacent rib columns; the passive protective net is arranged on the rib columns on the lower portion of the slope and used for blocking the tops of the rib plates. The method has the advantages that the collapsed dangerous rock body is prevented from rolling to the slope toe, and the prevention and treatment effect on tension fracture type collapse of the slope dangerous rock body is effectively improved.
本申请涉及一种边坡危岩体拉裂型崩塌防治结构及方法,属于边坡防护的领域,其包括板肋式锚杆挡墙和被动防护网,所述板肋式锚杆挡墙在边坡上呈上下间隔设置有多个,多个所述板肋式锚杆挡墙用于对边坡危岩体进行支撑,所述板肋式锚杆挡墙包括肋柱、第一锚杆和肋板,所述肋柱在边坡上设置有多个,所述第一锚杆在边坡上设置有多个,且所述第一锚杆穿设在肋柱上,所述肋板设置在相邻肋柱之间;所述被动防护网设置在边坡下部的肋柱上且用于对肋板的顶部进行阻挡。本申请具有预防崩塌的危岩体滚落至坡脚,有效提升对边坡危岩体拉裂型崩塌的防治效果的效果。
Side slope dangerous rock body tension fracture type collapse prevention and treatment structure and method
边坡危岩体拉裂型崩塌防治结构及方法
WANG HUILEI (Autor:in) / WEN JIAN (Autor:in) / CHANG WANG (Autor:in) / DU YANG (Autor:in) / ZHAO ZHILONG (Autor:in) / XIONG KAI (Autor:in) / WANG SHUO (Autor:in)
02.02.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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