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High slope mountain rock forward stabilization treatment method
The invention belongs to the technical field of mountain side slope treatment, and particularly relates to a high side slope mountain rock forward stabilization treatment method which comprises the steps that a professional enters a side slope main body, ultrasonic detection equipment is adopted, a protruding point rock gap is measured, and when the area of the range where the rock stratum gap exceeds 0.3 mm and the area of the range where the rock stratum gap exceeds 0.3 mm exceeds 0.1 square meter, the slope slope is subjected to forward stabilization treatment. S2, the rock stratum is marked, a constructor enters the side slope body, and the temporary protection device is constructed and installed according to the rock stratum position marked in the step S1. Temporary protection treatment can be conducted on the forward side slope without digging holes, grooves and the like, vibration generated during protection construction is small, safety construction of temporary protection is facilitated, the side wall of the whole side slope body can be pushed to be subjected to anti-sliding temporary protection by laying the metal protection net, the safety of rock stratum protection construction is improved, and the construction period is shortened. And the possibility of rock slippage in protection construction is reduced, and safe construction is facilitated.
本发明属于山体边坡处理技术领域,尤其是涉及高边坡山体岩质顺向稳定化处理方法,包括专业人员进入边坡主体,采用超声波检测设备,测量凸出点位岩石间隙,针对岩层间隙超出0.3mm,以及岩层之间间隙超出0.3mm的范围的面积超出0.1平方米时,对该处岩层进行标记,施工人员进入边坡主体,针对S1步骤中标记的岩层位置,进行施工安装临时防护装置。本发明无需开挖孔槽等,即可对顺向边坡进行临时防护处理,防护施工时产生的振动小,利于临时防护的安全施工,并利用铺设金属防护网,可以推整个边坡主体的侧壁进行防滑落的临时防护,提高对岩层防护施工的安全性,降低防护施工中岩石滑脱的可能性,利于安全施工。
High slope mountain rock forward stabilization treatment method
The invention belongs to the technical field of mountain side slope treatment, and particularly relates to a high side slope mountain rock forward stabilization treatment method which comprises the steps that a professional enters a side slope main body, ultrasonic detection equipment is adopted, a protruding point rock gap is measured, and when the area of the range where the rock stratum gap exceeds 0.3 mm and the area of the range where the rock stratum gap exceeds 0.3 mm exceeds 0.1 square meter, the slope slope is subjected to forward stabilization treatment. S2, the rock stratum is marked, a constructor enters the side slope body, and the temporary protection device is constructed and installed according to the rock stratum position marked in the step S1. Temporary protection treatment can be conducted on the forward side slope without digging holes, grooves and the like, vibration generated during protection construction is small, safety construction of temporary protection is facilitated, the side wall of the whole side slope body can be pushed to be subjected to anti-sliding temporary protection by laying the metal protection net, the safety of rock stratum protection construction is improved, and the construction period is shortened. And the possibility of rock slippage in protection construction is reduced, and safe construction is facilitated.
本发明属于山体边坡处理技术领域,尤其是涉及高边坡山体岩质顺向稳定化处理方法,包括专业人员进入边坡主体,采用超声波检测设备,测量凸出点位岩石间隙,针对岩层间隙超出0.3mm,以及岩层之间间隙超出0.3mm的范围的面积超出0.1平方米时,对该处岩层进行标记,施工人员进入边坡主体,针对S1步骤中标记的岩层位置,进行施工安装临时防护装置。本发明无需开挖孔槽等,即可对顺向边坡进行临时防护处理,防护施工时产生的振动小,利于临时防护的安全施工,并利用铺设金属防护网,可以推整个边坡主体的侧壁进行防滑落的临时防护,提高对岩层防护施工的安全性,降低防护施工中岩石滑脱的可能性,利于安全施工。
High slope mountain rock forward stabilization treatment method
高边坡山体岩质顺向稳定化处理方法
SHI XIAOBING (Autor:in) / ZHANG HAIDONG (Autor:in) / YE MEIJUAN (Autor:in)
08.08.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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