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Combined bent cap suitable for bridge deck continuous structure, bridge and construction technology

A technology of covering beams and structures, applied in bridges, bridge parts, bridge materials, etc., can solve problems such as poor bridge deck durability, high construction requirements, and impact on driving comfort.

Pending Publication Date: 2021-07-06
创辉达设计股份有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, in the existing technology, the two sides of the conventional inverted T-shaped cover beam are used to support the corresponding beam body, and two gaps are formed between the inverted T-shaped cover beam and the beam body, and the construction requirements are high in the subsequent continuous construction of the bridge deck. , and the two gaps are equivalent to two weak points in the continuous structure of the bridge deck, which makes the durability of the bridge deck poor and affects the driving comfort

Method used

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  • Combined bent cap suitable for bridge deck continuous structure, bridge and construction technology
  • Combined bent cap suitable for bridge deck continuous structure, bridge and construction technology
  • Combined bent cap suitable for bridge deck continuous structure, bridge and construction technology

Examples

Experimental program
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Effect test

Embodiment 1

[0043] Such as Figure 1~2 As shown, the composite cover beam suitable for the continuous structure of the bridge deck in this embodiment includes a steel-concrete composite cover beam 1 and a bridge deck continuous structure 2 arranged on the upper end of the steel-concrete composite cover beam 1. The steel-concrete composite cover beam 1 includes The steel girder 11 and the concrete block 12 arranged on the top of the steel girder 11, the bridge deck continuous structure 2 includes an adaptable deformable backing plate 21 arranged on the top of the concrete block 12, a first post-casting on the top of the adaptable deformable backing plate 21 Concrete 22, the second post-cast concrete 23 arranged on the top of the first post-cast concrete 22, the middle of the first post-cast concrete 22 is provided with a vertical gap 221 extending along the bridge deck width direction, the first post-cast Both the concrete 22 and the second post-cast concrete 23 are fixedly connected to th...

Embodiment 2

[0053] Such as Figure 1~4 As shown, the combined bridge in the present embodiment includes pier columns 3, prefabricated main girders 4, bridge decks 5 arranged on the top of prefabricated main girders 4, fixed on pier columns 3 as described in Embodiment 1 and is applicable to The composite cover girder with continuous structure of the bridge deck, the prefabricated main girder 4 is erected on both sides of the steel-concrete composite cover beam 1 , specifically on the beam body support 113 . There is a gap between the prefabricated main girder 4 and the steel-concrete composite cover girder 1 , and the top surface of the concrete block 12 is flush with the bottom surface of the bridge deck 5 . And generally, the inner side walls of the prefabricated girder 4 and the bridge deck 5 are flush.

[0054] The composite bridge in this embodiment adopts the composite cover girder in Embodiment 1, and the bridge structure bears reasonable force, so that the formed bridge deck has ...

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Abstract

The invention discloses a combined bent cap suitable for a bridge deck continuous structure, a bridge and a construction technology. The combined bent cap comprises a steel-concrete combined bent cap body and the bridge deck continuous structure arranged at the upper end of the steel-concrete combined bent cap body, and the steel-concrete combined bent cap body comprises a steel beam and a concrete block arranged at the top of the steel beam; the bridge deck continuous structure comprises an adaptable deformation base plate arranged at the top of the concrete block, first-time post-pouring concrete arranged at the top of the adaptable deformation base plate and second-time post-pouring concrete arranged at the top of the first-time post-pouring concrete, and a vertical gap extending in the width direction of a bridge deck is formed in the middle of the first-time post-pouring concrete. The first-time post-pouring concrete and the second-time post-pouring concrete are fixedly connected with a bridge deck slab; the steel-concrete combined bent cap structure is reasonable in stress, field operation can be reduced, the bridge deck continuous structure can reduce the gap of the bridge deck to one, the stress of the continuous position of the bridge deck is effectively improved in combination with arrangement of other components, and the durability of the bridge is good.

Description

technical field [0001] The invention belongs to the technical field of bridge engineering, and in particular relates to a combined cover girder, a bridge and a construction process suitable for the continuous structure of bridge decks. Background technique [0002] With the advancement of my country's urbanization process, the conflict between land shortage and traffic congestion in urban traffic construction is becoming more and more obvious. Therefore, urban viaducts are more and more widely used in urban road reconstruction and construction. With the wide application of viaducts, the conflict between the substructure of viaducts and the underpass road is inevitable, and the form of gantry piers with large column spacing is often required. [0003] At present, the commonly used gantry pier cover beams are mainly prestressed concrete cover beams and steel cover beams. For the prestressed concrete cover beam, it is necessary to set up supports and formwork before construct...

Claims

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Application Information

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IPC IPC(8): E01D19/00E01D19/12E01D2/00E01D21/00E01D101/26
CPCE01D2/00E01D19/00E01D19/125E01D21/00E01D2101/268
Inventor 陈洪伟杨相展杨娜娜赵安华王颖曾嘉琪张先政詹先境游堃张鹏
Owner 创辉达设计股份有限公司
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