Slow-release resistance-increasing yielding anchor rod and method
It is a technology of letting the pressure bolt and slowing release. It is used in the installation of bolts, earth-moving drilling, construction, etc., which can solve the problems that are not conducive to the stability of the overall structure and the impact disturbance of the bolt-rock mass complex.
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Embodiment 1
[0026] A slow-release, increasing resistance and yielding pressure anchor rod, comprising a sleeve 1, the sleeve 1 has an inner cavity along its own axis, one end of the sleeve 1 is blocked; the inner cavity of the sleeve 1 A shaft 2 is pierced, and one end of the shaft 2 extends into the inner cavity of the sleeve 1, and a connecting piece is installed at the other end, and the connecting piece is used for connecting the rock wall.
[0027] The inner cavity of the sleeve 1 is provided with a gas chamber 3, and the set position of the shaft 2 is provided with a piston, so that the gas chamber 3, the shaft 2, and the piston form a closed gas space; Compressed gas can be injected into the gas space, and the compressed gas is used to provide resistance when the shaft 2 slides away from the sleeve 1 . The piston can slide along the axial direction of the shaft 2 to realize the compression or expansion of the gas in the compression space.
[0028] In this embodiment, in order to r...
Embodiment 2
[0040] This embodiment provides a method for using a slow-release, increase-resistance, and pressure-releasing anchor rod, which includes the following steps:
[0041] Use commercial drilling equipment to drill holes on the surface of the rock and soil, the hole depth is consistent with the length of the sleeve 1, carefully clean the holes and install anchoring agent in the anchor holes;
[0042] Insert the rod structure consisting of sleeve 1, shaft 2, and rubber gasket 6 into the anchor hole, with the closed end of sleeve 1 facing into the hole, the open end of sleeve 1 flush with the surface of the rock and soil body, and the shaft 2 Part of the length is exposed outside the surface of rock and soil;
[0043] Set the anchor pad 4 on the exposed section of the shaft 2, with the raised side facing the outside of the rock and soil mass;
[0044] A bolt 5 is installed on the top of the shaft rod 2 and tightened, so that the anchor backing plate 4 is tightly pressed on the surf...
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