The invention provides a rock slope restoration method, and relates to the technical field of ecological restoration methods.The rock slope restoration method comprises the following steps that 1, sundries and loose rock soil on the surface of a rock slope are removed; 2, a plurality of guide rails arranged at intervals in the transverse direction are fixedly installed on the slope surface; 3, arranging a moving trolley capable of moving along the guide rail on the guide rail, and arranging a spray-seeding head of the spray-seeding machine on the moving trolley; step 4, driving a spray-seeding head to move from bottom to top along the slope surface through the moving trolley, and spray-seeding the spray-seeding mixture on the slope surface through the spray-seeding head; 5, after the spray-seeding heads finish spray-seeding from bottom to top along the slope surface, the spray-seeding heads are transferred to the other row of guide rails through the transfer mechanism. Therefore, spray-seeding can be carried out at the positions of different heights of the slope surface, spray-seeding dead angles are reduced to the maximum extent, spray-seeding uniformity is improved, and the phenomenon that the local thickness of a plant slope protection layer formed by spray-seeding is small is avoided.
本申请提供一种岩质边坡修复方法,涉及涉及生态修复方法的技术领域,岩质边坡修复方法,包括以下步骤:步骤1、清除岩质边坡坡面上的杂物和松散岩土;步骤2、在坡面上固定安装多条沿横向间隔排列的导轨;步骤3、在导轨上设置可沿导轨移动的移动小车,将喷播机的喷播头设置在移动小车上;步骤4、通过移动小车带动喷播头沿坡面从下至上移动,通过喷播头将喷播混合物喷播在坡面上;步骤5、当喷播头沿坡面从下至上喷播完毕后,通过转移机构将喷播头转移至另一列导轨上。从而可在坡面不同高度的位置进行喷播,最大限度地减少喷播死角,提高喷播均匀度,避免喷播形成的植物护坡层局部厚度较薄的现象。
Rock slope repairing method
一种岩质边坡修复方法
2024-04-02
Patent
Elektronische Ressource
Chinesisch
IPC: | E02D FOUNDATIONS , Gründungen / A01C Pflanzen , PLANTING / A01G Gartenbau , HORTICULTURE / B66F HOISTING, LIFTING, HAULING, OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD , Hub-, Verhol- oder Schubvorrichtungen, soweit nicht anderweitig vorgesehen, z.B. Vorrichtungen mit unmittelbarer Krafteinwirkung auf die Last / E01B PERMANENT WAY , Gleisoberbau |
Seismic Slope Stability Evaluation Considering Rock Mass Disturbance Varying in the Slope
Online Contents | 2019
|Seismic Slope Stability Evaluation Considering Rock Mass Disturbance Varying in the Slope
Springer Verlag | 2019
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