A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention relates to the technical field of side slope treatment, in particular to a side slope treatment prestress grid anchoring device which comprises a cross-shaped fixing frame, a limiting shell, a limiting key, a steel strand, a first conical thorn, a locking mechanism, a depth adjusting mechanism and a reinforcing mechanism. The prestressed grid anchoring device is formed by fixedly connecting a plurality of steel strands among a plurality of cross-shaped fixing frames, a limiting shell is fixedly connected to the lower side of each cross-shaped fixing frame, a depth adjusting mechanism is arranged in each limiting shell, and limiting keys are matched with the limiting shells and the depth adjusting mechanisms. A first conical thorn is arranged at the lower end of each depth adjusting mechanism, a plurality of reinforcing mechanisms are arranged in each depth adjusting mechanism, and a locking mechanism is arranged on each depth adjusting mechanism and the cross fixing frame corresponding to the depth adjusting mechanism. The reinforcing device extends out of the second conical thorns to be inserted into the soil after being pre-buried under the ground, so that the friction force is increased, and the stability of the device is enhanced.
本发明涉及边坡治理技术领域，尤其涉及一种边坡治理的预应力格网锚固装置，包括有十字固定架、限位壳、限位钥匙、钢绞线、第一锥刺、锁定机构、深度调节机构和加固机构，预应力格网锚固装置由多个十字固定架之间固定连接多个钢绞线组成，每个十字固定架下侧都固定连接有一个限位壳，每个限位壳内都设有一个深度调节机构，限位壳与深度调节机构上配合有限位钥匙，每个深度调节机构下端都设有一个第一锥刺，每个深度调节机构内都设有多个加固机构，每个深度调节机构上与其对应的十字固定架上都设有锁定机构。本发明通过加固装置在预埋进地面下后伸出第二锥刺插入土壤中，进而增大摩擦力，进而增强装置的稳定性。
The invention relates to the technical field of side slope treatment, in particular to a side slope treatment prestress grid anchoring device which comprises a cross-shaped fixing frame, a limiting shell, a limiting key, a steel strand, a first conical thorn, a locking mechanism, a depth adjusting mechanism and a reinforcing mechanism. The prestressed grid anchoring device is formed by fixedly connecting a plurality of steel strands among a plurality of cross-shaped fixing frames, a limiting shell is fixedly connected to the lower side of each cross-shaped fixing frame, a depth adjusting mechanism is arranged in each limiting shell, and limiting keys are matched with the limiting shells and the depth adjusting mechanisms. A first conical thorn is arranged at the lower end of each depth adjusting mechanism, a plurality of reinforcing mechanisms are arranged in each depth adjusting mechanism, and a locking mechanism is arranged on each depth adjusting mechanism and the cross fixing frame corresponding to the depth adjusting mechanism. The reinforcing device extends out of the second conical thorns to be inserted into the soil after being pre-buried under the ground, so that the friction force is increased, and the stability of the device is enhanced.
本发明涉及边坡治理技术领域，尤其涉及一种边坡治理的预应力格网锚固装置，包括有十字固定架、限位壳、限位钥匙、钢绞线、第一锥刺、锁定机构、深度调节机构和加固机构，预应力格网锚固装置由多个十字固定架之间固定连接多个钢绞线组成，每个十字固定架下侧都固定连接有一个限位壳，每个限位壳内都设有一个深度调节机构，限位壳与深度调节机构上配合有限位钥匙，每个深度调节机构下端都设有一个第一锥刺，每个深度调节机构内都设有多个加固机构，每个深度调节机构上与其对应的十字固定架上都设有锁定机构。本发明通过加固装置在预埋进地面下后伸出第二锥刺插入土壤中，进而增大摩擦力，进而增强装置的稳定性。
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