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Hollow slab bridge structure with end floor beams and construction method thereof

A technology of hollow slab bridge and construction method, which is applied to bridges, bridge parts, bridge construction, etc., can solve problems such as unfavorable stress states of bridge structures, and achieve the effects of avoiding diseases, reducing impact effects, and improving integrity

Active Publication Date: 2015-01-21
FUZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In order to overcome the deficiencies of the existing assembled hollow slab bridges, the present invention provides a hollow slab bridge structure with end beams and its construction method. The lateral load transfer capacity of the hollow slab bridge structure overcomes the defect that the current domestic prefabricated hollow slab bridge tends to cause the bridge structure to be in an unfavorable stress state when the support is empty

Method used

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  • Hollow slab bridge structure with end floor beams and construction method thereof
  • Hollow slab bridge structure with end floor beams and construction method thereof
  • Hollow slab bridge structure with end floor beams and construction method thereof

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Embodiment Construction

[0026] In order to make the above-mentioned features and advantages of the present invention more comprehensible, the following specific examples are given in conjunction with the accompanying drawings to describe in detail as follows, but the present invention is not limited thereto.

[0027] reference Figure 1 to Figure 4 , A hollow slab bridge structure with end cross beams, comprising prefabricated hollow slab 1, end cross beam 3 and cast-in-place structural layer 2. The prefabricated hollow slab is supported on temporary supports 6 on the tops of two adjacent abutments, or supports On the temporary support 6 on the top of two adjacent bridge piers, or supported on the temporary support 6 on the top of two adjacent bridge abutments and piers, the abutment or the top of the bridge pier is also provided with the temporary support 6 along the outer side of the longitudinal bridge The permanent support 7 of the prefabricated hollow slab 1 is poured with end cross beams 3 sup...

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Abstract

The invention relates to a hollow slab bridge structure with end floor beams and a construction method thereof, and belongs to the technical field of civil construction. The hollow slab bridge structure comprises a precast hollow slab, the end floor beams and a cast-in-situ structure layer. The precast hollow slab is supported by temporary supports which are arranged on two adjacent pier caps side by side in the horizontal direction of a bridge, the end floor beams supported by permanent supports are cast on the peripheral portions of the two ends of the precast hollow slab, and the cast-in-situ structure layer formed with the end floor beams together is cast on the end floor beams and the precast hollow slab. The hollow slab bridge structure is simple, the construction method is simple, the horizontal load transmission capacity of the hollow slab bridge structure with the end floor beams is improved, and the defect that a bridge structure is at an unfavorable stress state easily when supports of an existing domestic assembled type hollow slab bridge disengage is overcome.

Description

technical field [0001] The invention relates to a hollow slab bridge structure with end beams and a construction method thereof, belonging to the technical field of civil engineering. Background technique [0002] According to relevant data, as of 2010, the proportion of prefabricated hollow slab bridges in my country's highway bridge system reached 64%. This type of bridge has the advantages of low building height, easy prefabrication, and simple design and construction. [0003] However, during construction, it is difficult to accurately control the plane elevation of the support, which may cause the support to fall out after the hollow slab is hoisted in place, which is often referred to as the unfavorable phenomenon of "three-leg" support; at the same time, in the operation stage after the completion of the bridge, Due to the aging of the support material and other reasons, the phenomenon of support voiding will also occur. The void of the support will increase the imp...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/00E01D19/12E01D21/00
CPCE01D12/00E01D21/00
Inventor 吴庆雄陈宝春韦建刚陈康明
Owner FUZHOU UNIV
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