Self-resetting hollow pier and construction method thereof
A construction method and self-resetting technology, applied in bridges, bridge parts, bridge construction, etc., can solve the problems of weakening the self-resetting ability of pier, loss of prestress, concrete damage, etc., to improve self-resetting ability, prevent loss, and increase energy Dissipative effect
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Embodiment 1
[0035] Such as Figure 1-Figure 5 As shown, the present invention provides a self-resetting hollow pier, comprising a cap beam 6, a hollow column 1 and a foundation 7, the foundation 7 is located below the hollow column 1, the cap beam 6 is located at the upper end of the hollow column 1, and the lower end surface of the cap beam 6 An upper protective plate 41 is installed, and a protective plate 42 is installed on the upper end surface of the foundation 7, and the hollow column 1 is located between the upper protective plate 41 and the lower protective plate 42, so that the hollow column 1 contacts the cap beam 6 through the upper protective plate 41 Protect the position, protect the contact position between the hollow column 1 and the foundation 7 through the lower protective plate 42, prevent the hollow column 1 from destroying the concrete on the cap beam 6 and the foundation 7 when swinging, prevent the loss of prestress, and reduce maintenance costs. The outer periphery ...
Embodiment 2
[0044] Such as Figure 1-Figure 5 As shown, this embodiment provides a construction method for a self-resetting hollow pier, which is used to form the self-resetting hollow pier in Embodiment 1, including the following steps:
[0045] S1: At least four upper anchoring steel bars 51 are welded on one surface of the upper protective plate 41. The upper anchoring steel bars 51 are used to extend into and be fixed inside the cap beam 6, and the upper anchoring steel bars 51 have sufficient anchoring length to ensure the upper protection. There is sufficient cohesion between the plate 41 and the cap beam 6, and the cap beam 6 with the upper protective plate 41 is prefabricated, and a plurality of tunnels for installing post-tensioned prestressing tendons 8 are reserved on the cap beam 6, and the upper The diameter of the hole on the protective plate 41 for passing through the post-tensioned prestressed tendon 8 is not greater than the inner diameter of the hollow column 1, so as to...
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