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The Structure and Construction Method of Quickly Repairing the Hinge Joint of Hollow Slab Bridge

A construction method and technology for hollow slab bridges, which are applied in bridges, bridge maintenance, bridge reinforcement, etc., can solve problems such as affecting the clearance height under the bridge, increasing the difficulty of construction, affecting traffic, etc. The effect of shear capacity, the ability to increase transverse bending and tensile stress

Inactive Publication Date: 2017-02-15
ZHENGZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This requires a lot of work under the bridge, and in order to ensure the repair effect, the transverse prestress is generally stretched, which increases the difficulty of construction and affects the clearance height under the bridge
For the hinged joints with severe damage and a large amount of broken hinged concrete, it is necessary to remove the hinged concrete and re-pour new hinged concrete. Due to the need for post-maintenance, the conventional repair work will seriously affect the existing traffic.

Method used

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  • The Structure and Construction Method of Quickly Repairing the Hinge Joint of Hollow Slab Bridge
  • The Structure and Construction Method of Quickly Repairing the Hinge Joint of Hollow Slab Bridge

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0025] The schematic diagram corresponding to the repair structure of the first embodiment of the present invention is shown in figure 1 and figure 2 , the construction method is as follows:

[0026] Step 1. Peel off the bridge deck surface on both sides of the damaged hinge joint, the stripping width is 50mm greater than the width of the sealing plate, and chisel away the hinge joint concrete in the damaged hinge joint;

[0027] Step 2. On the lower surface of the bottom plate, determine the position of the U-shaped bar 2 at a distance of 250mm along the hinge joint, and mark the two planting bar holes 1 corresponding to the same U-shaped bar 2 on the lower surface of the bottom plate symmetrically to the hinge joint, and then according to the drawing or Use the steel bar locator to determine the position of the prestressed steel bars and ordinary steel bars in the bottom plate near this position. If the hole position conflicts with the steel bar position, move the hole pos...

Embodiment 2

[0040] The second embodiment provided by the present invention is a modification of the first embodiment. If the hinge at the end of the plate is intact, the intact section will not be chiseled off, and the sealing of the end hinge is also omitted.

Embodiment 3

[0042] The third embodiment provided by the present invention is a modification of the first embodiment. The hinge joint at the end of the slab is slightly damaged, and the concrete in the 300mm-long hinge joint at the end of the slab is not chiseled out, and the inner side is vertically sealed with an expansive polymer.

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PUM

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Abstract

The invention discloses a structure for rapidly restoring a hinge joint of a hollow slab bridge and a construction method thereof, which belong to the field of bridge engineering. The structure for rapidly restoring the hinge joint of the hollow slab bridge comprises a hinge joint crossing U-shaped bar, a sealing section, a coarse aggregate and a curing body, wherein the hinge joint crossing U-shaped bar is embedded upwards from the bottom surface of a hollow slab; the sealing section is arranged at the lower part of the hinge joint; the coarse aggregate is arranged on the sealing section; the curing body is formed by a high-expansion grout pressed to a coarse aggregate area and is used for enclosing the coarse aggregate; and a combined body of the coarse aggregate and the curing body is named as grouted aggregate concrete. According to the structure for rapidly restoring the hinge joint of the hollow slab bridge, the U-shaped reinforcing steel bar is used for resisting flexural-tensile stress in a transverse direction of the bridge and the grouted aggregate concrete is used for resisting the shear force between the slabs. An internal stress is generated in the grouted aggregate concrete through a high polymer formed by the high-expansion grout so that the shrinkage of the traditional hinge joint concrete is avoided; and through the internal stress, a positive pressure between a new concrete interface and an old concrete interface is increased, the bonding force between the interfaces is increased and the anti-shear capacity of the hinge joint is enhanced. The construction method for the structure for rapidly restoring the hinge joint of the hollow slab bridge, disclosed by the invention, is advantaged in that the construction speed is high; the hollow slab bridge can be rapidly opened for traffic; the curing effect of the structure is good; and standardized operation can be realized.

Description

technical field [0001] The invention relates to a structure and a construction method for rapidly repairing hinge joints of hollow slab bridges, belonging to the field of bridge engineering. Background technique [0002] The prefabricated hollow slab bridge is one of the preferred bridge types for small and medium-span bridges because of its simple structure, clear force, and convenient construction. At present, this bridge type has become the most used bridge type on expressways and trunk roads, and it is also the bridge type with the longest mileage. [0003] Although this type of bridge has excellent service performance, it is easy to Longitudinal cracks appear along the hinge joints, which has been confirmed by bridge disease investigations all over the country. The infiltration of rainwater will aggravate the impact of cracks on the integrity and stiffness of the beam body. Under the repeated action of overloaded vehicles, the hinge joints are prone to failure, and t...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D22/00
Inventor 魏建东马哲周骥德闫松岭李林革赵秋丽赵有山罗宁刘治国宋会亮
Owner ZHENGZHOU UNIV