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Steep high-position dangerous rock mass reinforcing structure and construction method
The invention discloses a steep high-position dangerous rock mass reinforcing structure and a construction method, the reinforcing structure comprises a driving net and an anchor cable, the driving net is arranged on a dangerous rock mass, the anchor cable is fixed on a stable rock mass through an anchor cable hole, an inlaying layer is arranged at the bottom of the dangerous rock mass, and the dangerous rock mass is located on one side of the stable rock mass. The dangerous rock mass is integrally fixed through the anchor cables, then the dangerous rock mass is wrapped through the active net, and small rock mass blocks are prevented from falling off; and the bottom of the dangerous rock body is fixedly supported through the inlaying layer, so that the stability of the dangerous rock body is guaranteed, and safety accidents are avoided. Compared with an existing treatment method adopting the steep high-position dangerous rock mass, the reinforcing structure has the advantages of being capable of conducting subsequent reinforcement and the like.
本发明公开了一种陡峭高位危岩体加固结构及施工方法,其中加固结构包括主动网和锚索,所述主动网设置在危岩体上,所述锚索通过锚索孔固定在稳固岩体上,危岩体底部设置嵌补层,危岩体位于稳固岩体一侧。本发明通过锚索将危岩体进行整体固定,再通过主动网对危岩体进行包裹,防止小块岩体掉落;通过嵌补层对危岩体底部进行固定支撑,以保证危岩体的稳定性,避免安全事故发生。与现有采用陡峭高位危岩体治理方法相比,本发明的加固结构具有可以后续进行补强等优点。
Steep high-position dangerous rock mass reinforcing structure and construction method
The invention discloses a steep high-position dangerous rock mass reinforcing structure and a construction method, the reinforcing structure comprises a driving net and an anchor cable, the driving net is arranged on a dangerous rock mass, the anchor cable is fixed on a stable rock mass through an anchor cable hole, an inlaying layer is arranged at the bottom of the dangerous rock mass, and the dangerous rock mass is located on one side of the stable rock mass. The dangerous rock mass is integrally fixed through the anchor cables, then the dangerous rock mass is wrapped through the active net, and small rock mass blocks are prevented from falling off; and the bottom of the dangerous rock body is fixedly supported through the inlaying layer, so that the stability of the dangerous rock body is guaranteed, and safety accidents are avoided. Compared with an existing treatment method adopting the steep high-position dangerous rock mass, the reinforcing structure has the advantages of being capable of conducting subsequent reinforcement and the like.
本发明公开了一种陡峭高位危岩体加固结构及施工方法,其中加固结构包括主动网和锚索,所述主动网设置在危岩体上,所述锚索通过锚索孔固定在稳固岩体上,危岩体底部设置嵌补层,危岩体位于稳固岩体一侧。本发明通过锚索将危岩体进行整体固定,再通过主动网对危岩体进行包裹,防止小块岩体掉落;通过嵌补层对危岩体底部进行固定支撑,以保证危岩体的稳定性,避免安全事故发生。与现有采用陡峭高位危岩体治理方法相比,本发明的加固结构具有可以后续进行补强等优点。
Steep high-position dangerous rock mass reinforcing structure and construction method
一种陡峭高位危岩体加固结构及施工方法
HAO PENG (Autor:in) / ZHANG HEZUO (Autor:in) / CHENG RUILIN (Autor:in) / ZHANG HENG (Autor:in) / YANG DONG (Autor:in) / LI YONG (Autor:in) / LIN JINCHENG (Autor:in)
14.06.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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