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Pre-stressing reinforced and widened bridge structure

A bridge structure and prestressing technology, which is applied in bridges, bridge materials, bridge maintenance, etc., can solve the problems of uncoordinated deformation of the old and new structures, increase the burden on the old bridge, shorten the service life of the old and new structures, and achieve the suppression of old bridge diseases The generation and development of the structure, the avoidance of adverse social impact, the effect of simple structure and construction

Inactive Publication Date: 2014-07-30
CHONGQING JIAOTONG UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, due to the horizontal connection of this structure, the two can only form a whole. The newly added structure forms a cantilever structure along the horizontal direction, which inevitably makes the old and new structures uncoordinated under stress and deformation, and even has early-rising diseases, which increases the burden on the old bridge and shortens the bridge. The problem of service life of old and new structures

Method used

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  • Pre-stressing reinforced and widened bridge structure

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Embodiment Construction

[0020] figure 1 It is a schematic diagram of the structure of the present invention, as shown in the figure: the bridge structure of the prestressed reinforced widening of the present embodiment includes the old bridge 1 and the widening that is parallel and is respectively located at both sides of the old bridge 1 and is rigidly connected in the transverse direction with the old bridge 1 Beam I2 and widening beam II3, the lower part of the old bridge 1 is provided with a steering device 10, between the widening beam I2 and widening beam II3, prestressing is applied through the prestressed cables or prestressing tendons 6 transversely crossing the bottom of the old bridge, and the prestressing The two ends of the cable or prestressed tendon 6 respectively extend laterally outward and obliquely upward through the section centroids of the widened beam I2 and widened beam II3 and are anchored to the top of the beam. The prestressed cable or prestressed tendon 6 acts through the st...

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Abstract

The invention discloses a pre-stressing reinforced and widened bridge structure, which comprises an old bridge, a widening beam I and a widening beam II, wherein the widening beam I and the widening beam II are parallelly and respectively positioned on the two sides of the old bridge and are rigidly connected in the transverse direction with the old bridge; the two ends of a pre-stressing rope or a pre-stressing rib are transversely and respectively arranged outward and are upwards inclined, extended and anchored on the widening beam I and the widening beam II; and the pre-stressing rope or the pre-stressing rib is acted on the old bridge through a steering device. While being widened, the old bridge can be reinforced by the structure, the stress between the newly added part and the old bridge is balanced, the occurrence and the development of defects of the old bridge can be effectively inhibited, the structure and the construction of the bridge are relatively simple, the structure of the old bridge is not damaged, the structural performance is reliable after the old bridge is widened and reinforced, the construction period is relatively short, the influence on road traffic is relatively small, the damage to natural environment and the adverse influence on society when the old bridge is demolished are avoided, and very good comprehensive technical, economic and social benefits are achieved.

Description

technical field [0001] The invention relates to the field of civil engineering, in particular to a structure for strengthening and widening bridges. Background technique [0002] Bridges are an essential facility for road traffic. Due to various reasons such as low traffic volume and vehicle load in the early stage and limited economy, the design width of girder bridges is usually not large. With the development of the economy, the traffic volume and vehicle load increase, the traffic capacity and bearing capacity of the original girder bridge are obviously insufficient, and with the increase of service time, the bridge will have different types of diseases, which will affect the bearing safety and durability of the bridge structure. If the old bridge is demolished to build a new bridge, it will require a lot of construction costs, resulting in a waste of manpower and material resources, and the new bridge period is longer, affecting the traffic on the original road and hind...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D22/00E01D101/28E01D101/32
Inventor 陈东军彭凯徐基平程浩魏文财
Owner CHONGQING JIAOTONG UNIVERSITY
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