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Study on Anchorage Technology of the Umbrella-Shape Soil Anchor

机译:伞形土锚固锚技术研究

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摘要

The existing soil anchor of steel strand encapsulated by cement has many disadvantages such as longer anchorage length, more construction process and not timely bearing load. Compared with the existing soil anchor, new umbrella-shape soil anchor has lots of advantages: simple structure, convenient construction, high bearing capacity, timely anchoring soil. Umbrella-shaped soil anchor is composed by anchor head and jacking device. Anchor head has two anchor plates, a V-shape connection plate. Jacking device includes push rod and fan-shaped slide block. The jacking force is the summation of the side friction resistance and the frontal resistance. The result of experiment about the jacking force shows that the change of the frontal resistance is not obvious with the increase of the jacking distance and the frictional force increases linearly with the jacking distance. The calculation formula of the jacking force has practical value. The anchor plate bears the passive earth pressure in soil. Anti-pull force balances to the passive earth pressure.
机译:现有的水泥包裹的钢绞线土锚具有许多缺点,如锚固长度长,施工过程多,承载力不及时。与现有的土锚相比,新型伞形土锚具有结构简单,施工方便,承载力大,锚固及时等优点。伞形土锚由锚头和顶管装置组成。锚头有两个锚板,一个V形连接板。顶升装置包括推杆和扇形滑块。顶举力是侧面摩擦阻力和正面阻力的总和。顶力试验结果表明,顶力随顶升距离的增加变化不明显,摩擦力随顶升距离线性增加。顶压力的计算公式具有实用价值。锚板承受土壤中的被动土压力。抗拉力平衡于被动土压力。

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