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A clamping and strengthening method for prefabricated concrete hole hollow slab bridges

A hollow slab bridge and concrete technology, used in bridge reinforcement, erection/assembly of bridges, bridges, etc., can solve problems such as reducing the reinforcement performance of steel beams to hollow slab girder, achieve good reinforcement performance, reduce excessive strength or, Choose Simple Effects

Active Publication Date: 2021-02-05
商丘市豫东公路勘察设计有限公司
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  • Abstract
  • Description
  • Claims
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Problems solved by technology

[0004] However, in the above structure, the connecting rods are pre-buried in the hinge joints. After long-term use, the filling medium in the hinge joints is damaged, which reduces the reinforcement performance of the steel beams on the hollow slab beams.

Method used

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  • A clamping and strengthening method for prefabricated concrete hole hollow slab bridges
  • A clamping and strengthening method for prefabricated concrete hole hollow slab bridges
  • A clamping and strengthening method for prefabricated concrete hole hollow slab bridges

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Embodiment Construction

[0033] The present invention will be described in further detail below in conjunction with the accompanying drawings.

[0034] refer to figure 1 and figure 2 , is a clamping reinforcement method for a prefabricated concrete hole hollow slab bridge disclosed in the present invention, the hollow slab bridge includes a plurality of parallel and parallel arranged hollow slab beams 1, and the fulcrum distance between the two ends of the hollow slab beams 1 is 5m-25m , that is, the span of the hollow slab bridge. There is a hinged joint 11 between two adjacent hollow slab beams 1, and the concrete poured in the hinged joint 11 is used to connect the two hollow slab beams 1 relative to each other. Since the concrete in the hinged joint 11 is overloaded for a long time, The concrete is cracked, thereby causing the connection between two adjacent hollow slab beams 1 to fall off. When strengthening, it is necessary to remove the old concrete in the hinge joint 11 first, so that the ...

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Abstract

The invention relates to a clamping and strengthening method for a prefabricated concrete hole hollow slab bridge, which comprises the following steps: step 1, measuring the span x of the hollow slab bridge; selecting a steel beam with a suitable cross-section, the steel beam is made of I-shaped steel, First determine the shear stiffness of the steel beam according to the shear stiffness curve formula of the steel beam; step 2, place the steel beam on the lower surface of the hollow slab girder forming the hollow slab bridge, and the two adjacent hollow slab girders are hinged joints. The anti-tension screw is pierced in the seam, and the lower end of the anti-tension screw is fixedly connected with the steel beam, and the upper end of the anti-tension screw is connected with an upper steel plate; step 3, pouring the fixing material in the hinge joint at the position where the anti-tension screw is set, and A connecting device is fixedly arranged at the end of the steel beam, and the connecting device is used for fixedly connecting the upper steel plate and the steel beam. The invention has the effect of improving the reinforcing performance of the steel beam to the hollow plate beam.

Description

technical field [0001] The invention relates to the technical field of reinforcement of a prefabricated slab bridge, in particular to a clamping and reinforcing method of a prefabricated hollow slab bridge with concrete holes. Background technique [0002] The prefabricated slab bridge connects the hollow slabs horizontally as a whole by casting concrete hinges or welding steel plates between the slabs. It is widely used because of its light weight, convenient construction, good structural performance, and centralized production. With the development of society, more and more vehicles are passing on the road, and the frequency of overweight vehicles is getting higher and higher. Most of the hinge joints of hollow slab bridges are damaged to varying degrees, and longitudinal cracks are generated along the hinge joints of hollow slab bridges. , part or even all of the hinged concrete peels off. When the vehicle load passes on the bridge, the load on the bridge slab is too lar...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D22/00E01D19/12E01D101/30
CPCE01D19/125E01D22/00E01D2101/30
Inventor 陈伟余彦军张凌风武迪张丰徐勐王鲲王新成李元波王敬一王贺
Owner 商丘市豫东公路勘察设计有限公司
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