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A prefabricated bridge double-column pier with triple energy dissipation system

A prefabricated, bridge pier technology, applied in bridges, bridge construction, bridge parts, etc., can solve the problems of easy damage and complicated construction, and achieve the effects of controllable earthquake damage, short construction period and convenient construction.

Active Publication Date: 2022-03-15
INST OF DISASTER PREVENTION
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to provide a prefabricated bridge double-column pier with a triple energy-dissipating system, so as to solve the problems of complicated design and construction of the existing reinforced concrete double-column pier and easy damage and damage under strong earthquakes

Method used

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  • A prefabricated bridge double-column pier with triple energy dissipation system
  • A prefabricated bridge double-column pier with triple energy dissipation system
  • A prefabricated bridge double-column pier with triple energy dissipation system

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Embodiment 1

[0036] This embodiment provides a prefabricated bridge double-column pier with a triple energy dissipation system, such as figure 1As shown, including cap 1, a steel pipe concrete pier 2 is installed on the left and right sides of the upper part of the cap 1, and a squeeze damper 11 is arranged between the steel pipe concrete pier 2 and the cap 1; A steel tube concrete cover beam 3 is installed between them, the left and right ends of the steel tube concrete cover beam 3 are respectively provided with steel shear ear plates 4, one end of the steel shear ear plate 4 is welded to the middle part of the steel tube concrete cover beam 3, and the other One end is fixedly connected to the concrete-filled steel pipe pier 2 through bolts 5; a cymbal-shaped disc reed 6 is arranged above the steel shear ear plate 4, and the cymbal-shaped disc reed 6 is located between the concrete-filled steel pipe pier 2 and the concrete-filled steel pipe cover beam 3; An anti-buckling plate assembly 1...

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Abstract

The invention provides an assembled bridge double-column pier with a triple energy consumption system, which includes a bearing platform, a steel pipe concrete pier is installed on the left and right sides of the upper part of the bearing platform, and extrusion damping is arranged between the steel pipe concrete bridge pier and the bearing platform Concrete-filled steel tube cover beams are installed between the concrete-filled steel tube piers on both sides. The left and right ends of the concrete-filled steel tube cover beams are respectively equipped with steel shear ear plates. The other end is fixed to the concrete-filled steel pipe pier by bolts; a cymbal-shaped disc reed is arranged above the steel shear ear plate, and the cymbal-shaped disc reed is located between the concrete-filled steel pipe pier and the concrete-filled steel pipe cover beam; An anti-buckling plate assembly is installed under the ear-shearing plate. One end of the anti-buckling plate assembly is fixed to the concrete-filled steel tube pier through bolts, and the other end is fixed to the concrete-filled steel tube cap beam through bolts. By setting a triple energy dissipation system, the design is facilitated. And construction, to avoid damage and damage occurred under strong earthquakes.

Description

technical field [0001] The invention relates to the technical field of bridges, in particular to an assembled bridge double-column pier with a triple energy consumption system. Background technique [0002] Double-column piers are the main anti-gravity and lateral force components of bridge engineering. The current double-column piers are mostly reinforced concrete structures. The difficulties in their design and construction include: (1) The cover beam is rigidly connected to the bridge pier. The mechanism is complex, and the design and analysis are extremely difficult. (2) In order to meet the design requirements of reinforced concrete cover beams, a large number of steel bars are arranged in the cover beams, resulting in dense reinforcement in the cover beams and difficult construction. (3) Under strong earthquakes, the double-column pier was seriously damaged, and it was not easy to repair after the earthquake, resulting in the interruption of the traffic lifeline proje...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D19/02
CPCE01D19/02
Inventor 孙治国王严信张震威张涵旖刘瑜丽
Owner INST OF DISASTER PREVENTION
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