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A connection structure and connection method of prefabricated concrete bridge deck

A technology of prefabricated concrete and connecting structures, which is applied in the direction of bridges, bridge construction, bridge parts, etc., and can solve problems such as large local stress and affecting stability

Active Publication Date: 2020-10-20
景洪市橄榄坝至景哈乡澜沧江大桥建设指挥部 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0006] In view of this, the present invention proposes a connection structure of prefabricated concrete bridge decks, aiming to solve the technical problem in the prior art that when the prefabricated bridge decks are spliced, the local stress is too large, which affects the overall stability

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  • A connection structure and connection method of prefabricated concrete bridge deck
  • A connection structure and connection method of prefabricated concrete bridge deck
  • A connection structure and connection method of prefabricated concrete bridge deck

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Embodiment Construction

[0031] Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. Although exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited by the embodiments set forth herein. Rather, these embodiments are provided for more thorough understanding of the present disclosure and to fully convey the scope of the present disclosure to those skilled in the art. It should be noted that, in the case of no conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other. The present invention will be described in detail below with reference to the accompanying drawings and examples.

[0032] refer to Figure 1 to Figure 4 , as can be seen from the figure, the connection structure of the prefabricated concrete bridge deck proposed by the em...

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Abstract

The invention provides a connecting structure of precast concrete bridge deck plates. The connecting structure comprises the first precast bridge deck plate and the second precast bridge deck plate and further comprises a plurality of press type steel bars. The multiple press type steel bars are anchored on the side portion of the second precast bridge deck plate, and reserved holes correspondingto the press type steel bars are formed in the side portion of the first precast bridge deck plate. The press type steel bars are pressed into the reserved holes and then are connected with hole wallsof the reserved holes in a fastening mode after the shape is recovered. Compared with the prior art, the connecting structure and a connecting method of the precast concrete bridge deck plates have the beneficial effects that a clamping structure is formed by arranging the reserved holes and the press type steel bars, so that the connection between the first precast bridge deck plate and the second precast bridge deck plate is more fastened, the integrity of the bridge deck plates is improved, and meanwhile, stress at seam positions is relieved.

Description

technical field [0001] The invention relates to the technical field of roads and bridges, in particular to a connection structure and connection method of prefabricated concrete bridge decks. Background technique [0002] In the existing prefabricated bridges, the conventional connection method of prefabricated bridge decks is: the upper and lower steel bars protruding from the two prefabricated bridge decks are arranged alternately, and the two prefabricated bridge decks overlap each other in the longitudinal position. The overlapping steel bars are welded together. Then concrete is poured at the joint of the two prefabricated bridge decks, and the connection is completed after vibration and curing. However, there are certain defects and deficiencies in this connection method. First, it is difficult to arrange the longitudinal reinforcement of the two prefabricated bridge decks in a staggered manner. Moreover, there will be a large gap between the staggered steel bars, whi...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D19/12E01D21/00
CPCE01D19/125E01D21/00
Inventor 余永亮杨旭东郑留帮李元福保云辉唐显荐王希雄宋光辉熊辉刘朵
Owner 景洪市橄榄坝至景哈乡澜沧江大桥建设指挥部