A support method for an intelligent slope anti-seismic rubber concrete flexible support structure
A technology of rubber concrete and support structure, which is applied in the test of foundation structure, foundation structure engineering, excavation, etc., can solve the problems of blocking traffic, high rigidity of anchor bolt cap, and high rigidity of support system, etc. Control displacement, small elastic modulus, good displacement effect
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Embodiment 1
[0042] like Figure 1-8 As shown in the figure, a support method for an intelligentized seismic-resistant rubber concrete flexible support structure for a slope, the intelligentized seismic-resistant rubber-concrete flexible supporting structure for a slope includes a seismic flexible support structure 1 for a side slope and an intelligent monitoring of the flexible support structure. System 2 ; the slope seismic flexible support structure 1 includes a flexible concrete support frame 3 and a seismic bolt 4 .
[0043] The anti-seismic anchor rod 4 includes an anchor head and a rod body 45, the anchor head includes an anchor 41, a backing plate 43, a protective shell 44 and an anti-vibration device 42 located on the backing plate 43, and the anti-vibration device 42 includes a self-aligning roller Bearing 421, arc-shaped limb claws 422 and spherical base 423, the spherical roller bearing 421 is a high-stress spherical roller bearing that can bear axial load, the inner edge of th...
Embodiment 2
[0058] The construction method of the intelligentized slope anti-seismic rubber concrete flexible support structure is the same as that of Embodiment 1. Further, the number of the rod bodies 45 is 3, but in step 5, when the bolt is synchronously tensioned and locked, due to the construction technology or construction Due to the influence of quality, there is a small difference in the prestress loss of each rod body 45 during prestress tensioning or locking, resulting in unbalanced prestress on each rod body 45, such as Figure 9 As shown, when the prestress of the rod body 45 is unbalanced, the anchor 41 is slightly inverted, and one end of the larger prestressed rod body 45 sinks, realizing partial prestress release, while one end of the smaller prestressed rod body 45 is lifted, which is equivalent to applying Part of the prestress is removed, and when the prestress of the rod bodies 45 on both sides is the same, the anchor 41 will no longer be turned over, and a new state of...
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