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Construction method of reinforcing structure of shallow soil-covered slope of inclined rock stratum
The invention discloses a construction method of a reinforcing structure of a shallow soil-covered slope of an inclined rock stratum, which has the characteristics of convenience and quickness in construction, small influence and damage of vegetation of a natural slope body, low investment and the like through a light reinforcing measure of arranging a threaded anchor rod, a pressing and covering block and a stress rope on the shallow soil-covered natural slope. By means of the measures of the threaded anchor rods and the pressing and covering blocks, the point anchoring reinforcing effect can be achieved on the soil covering slope, point anchoring construction is flexible, the position is easy to adjust, and influence and damage to slope vegetation are small; the stress ropes, the threaded anchor rods and the pressing and covering blocks are combined, the situation that vegetation outside the point anchor range is damaged to affect the slope reinforcing effect is avoided, and the technical problems that a traditional reinforced concrete frame beam structure is difficult to construct, high in investment, large in vegetation damage and the like are effectively solved. The stress rope, the threaded anchor rod and the pressing and covering block can be effectively contacted and fixed by adopting the fixing nut, so that the soil covering and reinforcing effect is better; the construction method has the advantages of being convenient to construct, good in economical efficiency, environmentally friendly, beneficial to application and popularization and the like.
本发明公开了一种倾斜岩层浅层覆土边坡的加固结构的施工方法,通过对浅层覆土天然边坡设置螺纹锚杆+压覆块+受力绳的轻型加固措施,具有施工方便快速、天然坡体植被影响破坏小、投资低等特点;螺纹锚杆+压覆块的措施,可对覆土边坡形成点锚加固作用,点锚固施工灵活、位置易调整、对边坡植被影响破坏小;受力绳+螺纹锚杆+压覆块联合作用,避免了点锚范围以外的植被破坏影响坡坡加固效果,有效解决了传统钢筋混凝土框架梁结构施工困难、投资高、对植被破坏大等技术问题;采用固定螺帽可使受力绳、螺纹锚杆、压覆块间有效接触固定,覆土加固效果更好;本发明提出的施工方法具有施工方便、经济性好、环保和利于推广应用等特点。
Construction method of reinforcing structure of shallow soil-covered slope of inclined rock stratum
The invention discloses a construction method of a reinforcing structure of a shallow soil-covered slope of an inclined rock stratum, which has the characteristics of convenience and quickness in construction, small influence and damage of vegetation of a natural slope body, low investment and the like through a light reinforcing measure of arranging a threaded anchor rod, a pressing and covering block and a stress rope on the shallow soil-covered natural slope. By means of the measures of the threaded anchor rods and the pressing and covering blocks, the point anchoring reinforcing effect can be achieved on the soil covering slope, point anchoring construction is flexible, the position is easy to adjust, and influence and damage to slope vegetation are small; the stress ropes, the threaded anchor rods and the pressing and covering blocks are combined, the situation that vegetation outside the point anchor range is damaged to affect the slope reinforcing effect is avoided, and the technical problems that a traditional reinforced concrete frame beam structure is difficult to construct, high in investment, large in vegetation damage and the like are effectively solved. The stress rope, the threaded anchor rod and the pressing and covering block can be effectively contacted and fixed by adopting the fixing nut, so that the soil covering and reinforcing effect is better; the construction method has the advantages of being convenient to construct, good in economical efficiency, environmentally friendly, beneficial to application and popularization and the like.
本发明公开了一种倾斜岩层浅层覆土边坡的加固结构的施工方法,通过对浅层覆土天然边坡设置螺纹锚杆+压覆块+受力绳的轻型加固措施,具有施工方便快速、天然坡体植被影响破坏小、投资低等特点;螺纹锚杆+压覆块的措施,可对覆土边坡形成点锚加固作用,点锚固施工灵活、位置易调整、对边坡植被影响破坏小;受力绳+螺纹锚杆+压覆块联合作用,避免了点锚范围以外的植被破坏影响坡坡加固效果,有效解决了传统钢筋混凝土框架梁结构施工困难、投资高、对植被破坏大等技术问题;采用固定螺帽可使受力绳、螺纹锚杆、压覆块间有效接触固定,覆土加固效果更好;本发明提出的施工方法具有施工方便、经济性好、环保和利于推广应用等特点。
Construction method of reinforcing structure of shallow soil-covered slope of inclined rock stratum
一种倾斜岩层浅层覆土边坡的加固结构的施工方法
REN PENGCHENG (Autor:in) / SONG QIANG (Autor:in) / YUAN BAO (Autor:in) / XU LIANG (Autor:in) / LU YUTAO (Autor:in) / ZHAO BO (Autor:in) / SHANG FUJIAN (Autor:in) / SUN ZHEN (Autor:in) / WANG RUNMIN (Autor:in) / FANG LIFENG (Autor:in)
01.08.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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