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Assembly type steel bridge pier column and assembly type gate-type steel bridge pier

A steel bridge pier and assembly technology, applied in bridges, bridge parts, bridge materials, etc., can solve the problems of difficult and fast repair, difficult repair, difficult construction, etc., achieve effective control of construction safety and quality, and easy recycling Effect of processing and utilization, improvement of on-site operating conditions

Pending Publication Date: 2018-04-20
HUAQIAO UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, traditional portal piers mostly adopt reinforced concrete structure. Reinforced concrete portal piers are heavy in weight and poor in ductility, making construction difficult, long construction period, difficult to repair, and high cost
After the strong earthquake, the damage was serious and it was difficult to repair quickly, which caused great difficulties for post-earthquake rescue and disaster relief and huge indirect losses

Method used

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  • Assembly type steel bridge pier column and assembly type gate-type steel bridge pier
  • Assembly type steel bridge pier column and assembly type gate-type steel bridge pier
  • Assembly type steel bridge pier column and assembly type gate-type steel bridge pier

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Embodiment Construction

[0025] The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.

[0026] An assembled portal steel pier, refer to Figures 1 to 3 , including two assembled steel pier columns, the assembled steel pier columns include a first pier column 1, a second pier column 2, a third pier column 3 and are coaxial with the second pier column 2 and are respectively arranged on The energy dissipation columns at both ends of the second pier column 2; the first pier column 1, the second pier column 2 and the third pier column 3 are arranged coaxially in sequence and the steel grade used is Q345; the first pier column 1, The second pier column 2, the third pier column 3 and the interior of the energy dissipation column are hollowed out;

[0027] The energy dissipation column on the end of the second pier column 2 close to the beam 8 is the first energy dissipation column 4; the energy dissipation column on the end of the secon...

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PUM

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Abstract

The invention provides an assembly type steel bridge pier column and an assembly type gate-type steel bridge pier. The assembly type steel bridge pier column comprises a first pier column, a second pier column, a third pier column and energy dissipation columns arranged at the two ends of the second pier column, wherein the energy dissipation columns and the second pier column are coaxial. The first pier column, the second pier column and the third pier column are sequentially and coaxially arranged. The first pier column, the second pier column, the third pier column and the energy dissipation columns are hollow inside. By the application of the technical scheme, assembly is convenient, a damaged component is replaced in time when the component is damaged, and a quick repairing effect ona bridge is achieved.

Description

technical field [0001] The invention relates to the field of bridge pier technology, in particular to an assembled steel pier column and an assembled portal steel pier. Background technique [0002] As we all know, with the rapid development of my country's economy, the number of infrastructure construction has been very large. Many earthquakes at home and abroad have shown that bridge structures, as an important part of the traffic lifeline, play a key role in post-disaster first aid and restoration and reconstruction. However, traditional portal piers mostly adopt reinforced concrete structures. Reinforced concrete portal piers are self-heavy and have poor ductility. The construction is difficult, the construction period is long, and the repair is difficult and costly. After the strong earthquakes, they were severely damaged and difficult to repair quickly, which caused great difficulties and huge indirect losses for post-earthquake rescue and disaster relief. The seismi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/02E01D101/30
CPCE01D19/02E01D2101/30Y02A30/30
Inventor 李海锋韩雪孙伟南子森罗俊
Owner HUAQIAO UNIVERSITY