Highly seismic region prefabricated assembled bridge central pier stud-cover beam node pouring connection mode and construction

A technology of prefabricated assembly and connection methods, applied in the direction of erecting/assembling bridges, bridges, bridge parts, etc., can solve the problems of connection accuracy and quality impact between prefabricated assembly nodes, construction difficulties, reduce the technical advantages of prefabricated assembly bridges, etc., to speed up Project construction speed and quality assurance and earthquake resistance, saving on-site working time, and the effect of ecological environment protection

Pending Publication Date: 2020-02-18
BEIJING UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the increase in the reinforcement ratio will bring great construction difficulties to the commonly used grouting sleeves and grouting bellows, and will have a greater impact on the connection accuracy and quality of prefabricated assembled nodes, greatly reducing the cost of prefabricated assembled bridges. Its technical advantages, and more importantly, whether its seismic performance can be guaranteed. Now various industries and local standards stipulate that its application scope is in areas with seismic intensity not greater than 7 degrees.

Method used

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  • Highly seismic region prefabricated assembled bridge central pier stud-cover beam node pouring connection mode and construction
  • Highly seismic region prefabricated assembled bridge central pier stud-cover beam node pouring connection mode and construction
  • Highly seismic region prefabricated assembled bridge central pier stud-cover beam node pouring connection mode and construction

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Embodiment Construction

[0035] Below in conjunction with the accompanying drawings and specific embodiments, the pier column-cap beam joint pouring connection mode and structure of the prefabricated assembled bridge in the high-intensity area provided by the present invention will be further described in detail, so as to facilitate a clear understanding of the present invention, but they do not limit the present invention. .

[0036] as attached Figure 1-8 As shown, the present invention provides a perfusion connection method and structure of pier column-cap beam joints in prefabricated assembled bridges in high-intensity areas,

[0037] The connection method and structure are composed of prefabricated pier columns (1) and prefabricated cover beams (2), and the prefabricated pier columns (1) and prefabricated cover beams (2) are connected as a whole by pouring and splicing high-performance materials (11) ; The prefabricated pier column (1) is composed of pier column longitudinal reinforcement (3), ...

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Abstract

The invention discloses a highly seismic region prefabricated assembled bridge central pier stud-cover beam node pouring connection mode and construction and belongs to the field of bridge engineering. The construction comprises a prefabricated pier stud and a prefabricated cover beam. The prefabricated pier stud and the prefabricated cover beam are connected into a bridge pier system through pouring of high-performance materials and splicing. The prefabricated pier stud is composed of a pier stud longitudinal bar, a pier stud stirrup, an overlap-joint large-diameter longitudinal bar, an overlap-joint stirrup and an inclined rebar jointly. The prefabricated cover beam comprises a grouting pipeline, a cover beam construction stirrup and a pouring inserting groove. The splicing quantity of the pier stud longitudinal bar is only a half or much less of the total quantity of longitudinal stressed rebars, and high-performance materials are adopted for pouring splicing. Small damage to a post-earthquake pier stud plastic hinge region is ensured while a large-diameter overlap joint longitudinal bar meets the bridge anti-seismic requirement in a highly seismic region. The bridge building speed can be increased greatly and construction convenience is improved greatly while the bridge anti-seismic requirement in the highly seismic region is met and construction quality is ensured, and a completely novel technical solution can be provided for prefabricated assembled bridge engineering application in the highly seismic region.

Description

technical field [0001] The invention relates to the field of bridge engineering, in particular to a pouring connection method and structure of a pier column-cover beam node in a prefabricated assembled bridge in a high-intensity area. Background technique [0002] my country is located between the circum-Pacific seismic belt and the Eurasian seismic belt, with frequent seismic activities. According to earthquake reports in recent decades, more serious earthquake disasters mostly occurred in western China, such as Wenchuan earthquake and Yushu earthquake. The western part of my country is mostly mountainous and hilly, with high mountains and steep slopes, complex terrain and high seismic intensity. Bridge structures are generally used when crossing river valleys or deep ditches. Due to the limitation of terrain conditions, the typical feature of continuous girder bridges is that the pier heights are very different, and they are irregular bridges. When an earthquake strikes,...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/02E01D21/00E01D101/26
CPCE01D19/02E01D21/00E01D2101/26
Inventor 韩强张广达许坤思晓龙杜修力
Owner BEIJING UNIV OF TECH
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