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Connecting method of prefabricated box girder and transition layer and prefabricated box girder structure

A connection method and transition layer technology, used in bridges, bridge parts, bridge construction, etc., can solve problems such as cracks, and achieve the effects of increasing durability, increasing friction, and enhancing shear strength

Pending Publication Date: 2021-05-25
ROAD & BRIDGE INT +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Among them, in order to make a good connection between the top surface of the prefabricated box girder and the transition layer, the general method is to roughen the top surface of the box girder. Although this greatly improves the friction between the two, it does not affect the braking effect of heavy loads. Lowering the shear stress will easily cause cracks between the two, so it is necessary to optimize the connection method between the prefabricated box girder and the transition layer

Method used

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  • Connecting method of prefabricated box girder and transition layer and prefabricated box girder structure
  • Connecting method of prefabricated box girder and transition layer and prefabricated box girder structure

Examples

Experimental program
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Effect test

Embodiment 1

[0027] The method for connecting the prefabricated box girder and the transition layer of the present application comprises the following steps:

[0028] (1) Binding the main reinforcement of the box girder;

[0029] (2) After the binding of the main steel bars of the box girder is completed, a plurality of hook steel bars are arranged on the top of the main steel bars of the box girder, and the tops of the multiple hook steel bars pass through the top plate of the box girder and penetrate into the transition layer;

[0030] (3) Install the formwork, pour the concrete, and ensure its compactness. After the pouring is completed, ensure that the curing is in place. After the initial setting of the pouring is completed, the surface of the mortar is roughened to increase the friction between it and the transition layer.

[0031] Specifically, the tops of multiple hook steel bars exceed the top plate of the box girder by 5cm and extend into the transition layer to enhance the conne...

Embodiment 2

[0034] Such as figure 1 - figure 2 As shown, the prefabricated box girder structure provided in the second embodiment includes a box girder main body 1, a box girder top plate 2, a plurality of hooks 3 and a transition layer 4, and the box girder main body 1 is embedded with box girder main steel bars 5, The box girder top plate 2 is installed above the box girder main body 1, the surface of the box girder top plate 2 is brushed, the transition layer 4 is arranged on the box girder top plate 2, the bottoms of a plurality of hooks 3 are connected with the top of the box girder main steel bar 5, and many The top of each hook 3 passes through the top plate 2 of the box girder and penetrates into the transition layer 4, thereby enhancing the connection effect and firmness of the transition layer 4 and the main body 1 of the box girder.

[0035] Specifically, the crotch member 3 includes a rod body 31, a first crotch 32 and a second crotch 33, the rod body 31 is vertically arrang...

Embodiment 3

[0037] The prefabricated box girder structure provided in the third embodiment is a further improvement on the prefabricated box girder structure provided in the second embodiment. figure 1 - figure 2 On the basis of , the prefabricated box girder structure provided in Example 3 includes a box girder main body 1, a box girder top plate 2, a plurality of hooks 3 and a transition layer 4, and box girder main body 1 is embedded with box girder main steel bars 5 , the box girder top plate 2 is installed above the box girder main body 1, the surface of the box girder top plate 2 is brushed, the transition layer 4 is arranged on the box girder top plate 2, and the bottoms of a plurality of hooks 3 are connected to the top of the box girder main steel bar 5, The tops of the plurality of hooks 3 pass through the top plate of the box girder 2 and go deep into the transition layer 4, thereby enhancing the connection effect and firmness of the transition layer 4 and the main body 1 of t...

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Abstract

The invention relates to a method for connecting a prefabricated box girder and a transition layer. The method comprises the following steps: (1) binding box girder main body steel bars; (2) after binding of the box girder main body reinforcing steel bars is completed, arranging a plurality of hook reinforcing steel bars at the tops of the box girder main body reinforcing steel bars, and the tops of the hook reinforcing steel bars penetrate through the box girder top plate and extend into the transition layer; and (3) installing a formwork, pouring concrete, and after pouring is completed and initial setting is conducted, roughening the mortar building surface so as to increase the friction force between the mortar building surface and the transition layer. According to the method, galling treatment is conducted on the surface of the box girder top plate, meanwhile, the hook steel bars are arranged at the tops of the box girder body steel bars, the tops of the hook steel bars penetrate through the box girder top plate and penetrate into the transition layer, the friction force between the box girder top plate and the transition layer is increased, the shear strength of the transition layer is enhanced, and the requirement that heavy-duty vehicles run on the surface layer of the transition layer can be met. The use durability of the pavement structure layer is improved. In addition, the invention further provides a prefabricated box girder structure.

Description

technical field [0001] The invention relates to the field of bridge engineering construction, in particular to a connection method between a prefabricated box girder and a transition layer and a prefabricated box girder structure. Background technique [0002] Prefabricated box girder is the most common structural form in bridge construction. It is widely designed and applied due to its controllable prefabricated quality and high installation efficiency. Generally, there are transitional layers and pavement structures on the top of the prefabricated box girder: [0003] Among them, in order to make a good connection between the top surface of the prefabricated box girder and the transition layer, the general method is to roughen the top surface of the box girder. Although this greatly improves the friction between the two, it does not affect the braking effect of heavy loads. Lowering the shear stress will easily cause cracks between the two, so it is necessary to optimize t...

Claims

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Application Information

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IPC IPC(8): E01D19/00E01D2/04
CPCE01D19/00E01D2/04
Inventor 田连民渠凯朱庆庆唐英朱丹丹
Owner ROAD & BRIDGE INT
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