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

Pending Publication Date: 2021-01-19
HUAQIAO UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, for ordinary reinforced concrete self-resetting piers, the edge concrete of the pier is prone to damage during the rocking process, which is not only difficult to repair, but also causes a large loss of prestress, which greatly weakens the self-resetting ability of the pier

Method used

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  • Self-resetting hollow pier and construction method thereof
  • Self-resetting hollow pier and construction method thereof
  • Self-resetting hollow pier and construction method thereof

Examples

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Effect test

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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Abstract

The invention discloses a self-resetting hollow pier. A cap beam and a foundation are located at the two ends of a hollow column, an upper protection plate is installed at the lower end of the cap beam, a lower protection plate is installed at the upper end of the foundation, an upper energy consumption sleeve and a lower energy consumption sleeve are installed at the two ends of the hollow columnrespectively, an upper fixing piece is installed on the periphery of the upper energy consumption sleeve, and a lower fixing piece is installed on the periphery of the lower energy consumption sleeve, the post-tensioned prestressing tendons are positioned in the hollow columns, and two ends of each post-tensioned prestressing tendon extend into the cap beam and the foundation respectively and arefixed; the invention further discloses a self-resetting hollow pier construction method. The construction method comprises the steps of prefabricating the cap beam provided with the upper protectionplate, and reserving ducts; reserving a duct in the foundation, positioning the lower protection plate, pouring concrete, and placing the hollow column on the lower protection plate; placing the cap beam on the hollow column, wherein the upper protection plate contacts with the hollow column; mounting and fixing post-tensioned prestressed tendons; and installing the upper energy consumption sleeveand the lower energy consumption sleeve at the two ends of the hollow column respectively. According to the self-resetting hollow pier and the construction method thereof, the energy dissipation sleeves are easy to replace, the maintenance cost is reduced, and the post-earthquake recovery capacity is improved.

Description

technical field [0001] The invention relates to the technical field of building structures, in particular to a self-resetting hollow pier and a construction method thereof. Background technique [0002] Under the action of strong earthquakes, the pier ends of traditional earthquake-resistant bridges will be damaged, and the repair of the damage is time-consuming, which seriously affects the traffic recovery after the earthquake. In order to solve the above problems, researchers have proposed a class of self-resetting swing piers in recent years. The pier can still realize self-resetting after a large lateral displacement, and there is basically no damage after the earthquake. However, for ordinary reinforced concrete self-resetting piers, the edge concrete of the pier is prone to damage during the rocking process, which is not only difficult to repair, but also leads to a large loss of prestress, which greatly weakens the self-resetting ability of the pier. Contents of th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/02E01D21/00E02D27/42
CPCE01D19/02E01D21/00E02D27/42
Inventor 胡红松邓杨鹏梅真
Owner HUAQIAO UNIVERSITY
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