Connection mode of pier and bearing platform through additional mild steel dampers

A technology of mild steel damper and connection method, which is applied in bridges, bridge parts, bridge construction, etc., can solve the problems such as the difficulty in repairing damage and damage in the plastic hinge area of ​​bridge piers, affecting the reconstruction of production and life in disaster areas, and the failure of rescuers to arrive in time, etc. Achieve good social and economic benefits, reduce the reconstruction time of the disaster area, and achieve remarkable effects of earthquake reduction and isolation

CN105484152AActive Publication Date: 2016-04-13BEIJING UNIV OF TECH
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Patent Information

Authority / Receiving Office
CN · China
Current Assignee / Owner
Publication Date
2016-04-13

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Abstract

The invention relates to a connection mode of a pier and a bearing platform through additional mild steel dampers, and belongs to the field of bridge engineering. According to the connection mode, mainly a reinforced concrete pier section, a concrete-filled steel tube pier section and additional mild steel dampers are arranged, wherein the section of a concrete-filled steel tube is a reduced scale section, and the vertical bearing capacity of the concrete-filled steel tube section with the reduced scale section is not lower than that of the reinforced concrete section; the additional mild steel dampers are arranged between the top of the bearing platform and the bottom of the reinforced concrete section. Under the effect of earthquakes, the plasticity deformation of the pier is focused on the concrete-filled steel tube section, so that a plastic hinge release pier bottom bending moment is formed; besides, the reinforced concrete section swings around a hinge to stimulate the mild steel dampers to resist earthquake force and dissipate earthquake energy. The energy consumption characteristics of the mild steel dampers can have protective effects on the concrete-filled steel tube section, through reasonable design, the concrete-filled steel tube section can be used only with slight repair and maintenance after the earthquakes, the damage of the main structure of a bridge is small, the normal service of the bridge is not influenced, and the damaged mild steel dampers are convenient to exchange.
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Description

technical field

[0001] The invention relates to the technical field of shock absorption and isolation of bridge engineering, in particular to a bridge pier and bearing platform connection method with an additional mild steel damper which is less damaged and easy to repair under the action of an earthquake. Background technique

[0002] my country is located between the circum-Pacific seismic belt and the Eurasian seismic belt. Most of the country is an earthquake zone, especially the western part of my country is mostly a strong earthquake zone with frequent seismic activities. The bridge is a pivotal project of the traffic lifeline, and its construction cost is high. Once it is damaged by an earthquake, it will cause huge economic losses, and it is extremely difficult to repair after the earthquake. The number of casualties directly on the bridge was not many, but the economic losses and casualties caused by the damage and interruption of traffic lifelines were immeasurable...

Examples

Embodiment Construction

[0025] The present invention will be further described below in conjunction with the examples, but not limited to the following examples.

[0026] On the basis of conventional reinforced concrete piers, the present invention designs the lower part of the bridge pier as a steel pipe concrete segment with reduced cross-section, reduces the lateral bending stiffness of the bridge pier, and uses a soft steel damper to dissipate the earthquake energy to achieve shock absorption and isolation the goal of. The structure is mainly used in bridge engineering and river-crossing engineering seismic isolation technology that require high seismic performance.

[0027] figure 1 with figure 2 It is a specific implementation example of the connection method between the bridge pier and the cap with an additional mild steel damper. The structure is mainly formed by corrugated thin steel pipes to form the cap 1, the reinforced concrete section 2, and the concrete filled steel pipe section. 3...