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Ultra-high performance concrete-common concrete mixed reinforcing structure and reinforcing method thereof

An ordinary concrete and concrete reinforcement technology, applied in bridge reinforcement, bridge erection/assembly, bridge maintenance, etc., can solve the problems of long pouring and maintenance time, poor corrosion resistance and fire resistance, poor fire resistance of carbon fiber cloth, etc., to ensure the feasibility and construction efficiency, reducing the cost of life and reducing the effect of load

Inactive Publication Date: 2018-08-03
SHANXI PROVINCIAL RES INST OF COMM
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The existing masonry arch bridge reinforcement methods have certain limitations and defects. For example, the reinforced concrete composite arch ring reinforcement method increases the burden on components, and takes a long time for pouring and maintenance; the outsourcing steel plate reinforcement method consumes a large amount of steel and costs a lot. , poor corrosion resistance and fire resistance; changing the structural system method, the construction components have limitations for bridges with clearance requirements; the method of pasting carbon fiber cloth is poor in fire resistance except for the aging and peeling of the adhesive, and requires a professional construction team Finish

Method used

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  • Ultra-high performance concrete-common concrete mixed reinforcing structure and reinforcing method thereof
  • Ultra-high performance concrete-common concrete mixed reinforcing structure and reinforcing method thereof
  • Ultra-high performance concrete-common concrete mixed reinforcing structure and reinforcing method thereof

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Experimental program
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Embodiment 1

[0036] figure 1 It is a schematic structural diagram of an ultra-high performance concrete-ordinary concrete hybrid reinforcement structure provided by Embodiment 1 of the present invention, figure 2 for figure 1 The A-A cross-sectional view of the ultra-high performance concrete-ordinary concrete hybrid reinforced structure shown, image 3 for figure 2 The partial enlarged view of the ultra-high performance concrete-ordinary concrete hybrid reinforced structure shown. Such as Figure 1-3 As shown, the ultra-high performance concrete-ordinary concrete hybrid reinforcement structure includes the original main arch ring 1 and the newly added main arch ring 2, and the original main arch ring 1 is provided with a shear connector, and the shear connector connects the The original main arch ring 1 is connected with the new main arch ring 2 to form a whole, and the shear connector is the implanted bar 6 placed on the surface of the original main arch ring 1, or the shear connec...

Embodiment 2

[0045] This embodiment provides a construction method for reinforcing masonry arch bridges using the ultra-high performance concrete-ordinary concrete hybrid reinforcement structure provided in Embodiment 1. For the specific description of the ultra-high performance concrete-ordinary concrete hybrid reinforcement structure, please refer to Embodiment 1 , which will not be repeated here.

[0046] The construction method for strengthening the masonry arch bridge provided in this embodiment includes: dismantling the arched buildings above the original main arch circle step by step in a balanced and symmetrical manner, starting from the arch feet at both ends of the original main arch circle, and After the demolition of the arched buildings on both sides of the original main arch ring is completed, the arched buildings on the top of the original main arch ring are removed; the loose and peeled surface layers on the original main arch ring are removed, and the original main arch rin...

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Abstract

The invention discloses an ultra-high performance concrete-common concrete mixed reinforcing structure and a reinforcing method thereof. The ultra-high performance concrete-common concrete mixed reinforcing structure comprises an original main arch ring and a newly arranged main arch ring; an anti-shear connecting piece is arranged on the original main arch ring; and the anti-shear connecting piece connects the original main arch ring with the newly arranged main arch ring to form a whole body. The ultra-high performance concrete-common concrete mixed reinforcing structure is completely suitable for reinforcing dangerous old masonry arch bridges; by combining a construction technology and construction equipment for covered arch reinforcing method molding with the technical scheme of the invention, the feasibility and construction efficiency of the ultra-high performance concrete-common concrete mixed reinforcing structure are guaranteed. According to the ultra-high performance concrete-common concrete mixed reinforcing structure, as the original main arch ring and the newly arranged main arch ring form a whole body to mutually bear forces, the application status that deviation exists between a reinforcing design theory and the actual stress state is improved. The ultra-high performance concrete-common concrete mixed reinforcing structure has the advantages that the usage of reinforcing materials is small, the load on the original main arch ring is reduced, the long-period use performance and durability of a bridge are improved, diseases such as concrete cracking, breakage,water seepage and so on at the intersected part of the reinforcing layer and the original main arch ring are avoided, and the life cycle cost of masonry arch bridge reinforcement is lowered.

Description

technical field [0001] The invention relates to the technical field of bridge reinforcement, in particular to an ultra-high performance concrete-ordinary concrete hybrid reinforcement structure and a reinforcement method thereof. Background technique [0002] Most of the existing masonry arch bridges were built earlier, with lower load levels, and most of them have become dangerous old bridges. The existing masonry arch bridge reinforcement methods have certain limitations and defects. For example, the reinforced concrete composite arch ring reinforcement method increases the burden on components, and takes a long time for pouring and maintenance; the outsourcing steel plate reinforcement method consumes a large amount of steel and costs a lot. , poor corrosion resistance and fire resistance; changing the structural system method, the construction components have limitations for bridges with clearance requirements; the method of pasting carbon fiber cloth is poor in fire res...

Claims

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Application Information

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IPC IPC(8): E01D22/00E01D4/00
CPCE01D22/00E01D4/00
Inventor 吴焱韩之江吴佳佳寇伟赵雷王琪王磊刘志华汪永强
Owner SHANXI PROVINCIAL RES INST OF COMM
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