Construction method of prestress recoverable type anti-seismic anchor rod for slope support
A prestressing and bolting technology, which is applied in excavation, infrastructure engineering, construction, etc., can solve the problems of bolt prestress loss, slope support system damage, bolt stress surge, etc., to avoid shear damage, The effect of protecting the anchor rod and excellent seismic performance
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Embodiment 1
[0043] Such as Figure 1-6 , 8-10, a construction method for a prestressed recoverable seismic anchor for slope support, the prestressed recoverable seismic anchor includes an anchor section 1, a free section 2 and an anchor head 3 . The anchor head 3 includes a backing plate 4 , an anti-seismic device 5 located on the backing plate 4 , a prestressing device 6 , an anchor 7 and a protective shell 8 .
[0044]The anti-seismic device 5 comprises a self-aligning roller bearing a51, an arc-shaped claw 52 and a spherical base 53, several arc-shaped claws 52 are evenly distributed on the outer edge of the spherical roller bearing a51, and the inner side of the arc-shaped claw 52 is connected to the The self-aligning roller bearing a51 is fixedly connected, and the spherical base 53 is composed of several arc-shaped steel strips 531, and the top of each arc-shaped steel strip 531 is fixedly connected with the outside of an arc-shaped claw 52. The spherical roller bearing a51 is a h...
Embodiment 2
[0066] The construction method of the prestressed recoverable anti-seismic anchor is the same as in Example 1. Further, the number of the rod bodies 9 is 3, but in step 6, when the anchor is synchronously tensioned and locked, due to the influence of the construction process or construction quality , there is a small difference in the prestress tension value of each rod body 9 or the prestress loss when locking, resulting in an unbalanced prestressed force on each rod body 9, such as Figure 7 As shown, when the prestressed rod body 9 is unbalanced, the anchorage 7 flips slightly, and one end of the larger prestressed rod body 9 sinks to realize partial prestress release, while the end of the smaller prestressed rod body 9 rises, which is equivalent to applying Part of the prestress is achieved, and when the prestress of each rod body 9 is the same, the anchorage 7 will no longer turn over and reach a new mechanical equilibrium state. Because the inner edge of the anchorage 7 ...
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