Prefabricated bridge deck slab wet joint connecting structure, prefabricated bridge and method

A bridge deck, wet joint technology, applied in bridges, bridge parts, bridge construction, etc., can solve problems such as water leakage, poor fatigue performance, concrete cracking, etc., to enhance aggregate bite force, improve crack resistance, Low environmental impact

Inactive Publication Date: 2020-12-25
SHANDONG TRAFFIC PLANNING DESIGN INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] In view of the deficiencies in the prior art, the purpose of the present invention is to provide a prefabricated bridge deck wet joint connection structure, prefabricated bridge and method, in which conical tooth grooves are provided at the connection interface of prefabricated concrete bridge decks and connected to the bridge decks through annular steel bar joints. The connection between them is simple, the force is reasonable and the force transmission is reliable, which can meet the various requirements of the concrete bridge deck under the normal use and limit state of the bearing capacity; the site pouring amount is small, the construction is convenient and fast, and it can effectively solve the existing Prominent problems such as concrete cracking, water leakage, and poor fatigue performance during long-term operation of precast concrete bridge deck wet joints

Method used

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  • Prefabricated bridge deck slab wet joint connecting structure, prefabricated bridge and method
  • Prefabricated bridge deck slab wet joint connecting structure, prefabricated bridge and method
  • Prefabricated bridge deck slab wet joint connecting structure, prefabricated bridge and method

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Embodiment 1

[0040] This embodiment provides a prefabricated bridge deck wet joint connection structure, which is applied to prefabricated concrete bridges or steel-concrete composite bridge structures; Figure 1-Figure 5 As shown, it includes prefabricated concrete bridge deck 1, concrete filler 4, transverse penetrating steel bars 6, longitudinal steel bars 7, and transversely distributed steel bars 8, and a number of tapered tooth grooves 2 are arranged on one side of precast concrete bridge deck 1.

[0041] The prefabricated concrete bridge deck 1 is an ordinary concrete slab or a fiber concrete slab mixed with fibers. There is a certain distance between two prefabricated concrete bridge decks 1 , and a wet joint is formed through cast-in-place concrete filler 4 . After vibrating and curing, the two prefabricated concrete bridge decks 1 can be connected into a whole after reaching the strength.

[0042]In this embodiment, the width of the wet joint is 420 mm, of course, in other embod...

Embodiment 2

[0053] This embodiment provides a prefabricated bridge, including the wet joint connection structure described in Embodiment 1.

Embodiment 3

[0055] This embodiment provides a construction method for the wet joint connection structure of the prefabricated bridge deck, including the following steps:

[0056] First, in the factory, the end of the longitudinal reinforcement 7 is bent at 180° to form a circular connection joint reinforcement 5, and then the longitudinal reinforcement 7 and the horizontal distribution reinforcement 8 are placed in the reinforcement formwork according to the designed spacing, and are bound by steel wires to form reinforcement cage.

[0057] Afterwards, the reinforcement cage is hoisted into the prefabricated formwork, and concrete is poured to form a prefabricated concrete bridge deck 1 with conical tooth grooves 2 . And carry out maintenance and storage according to the specification requirements; after reaching the corresponding age, the interface 3 between the bridge deck and the wet joint is chiseled to meet the specification standards.

[0058] During on-site construction, the preca...

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Abstract

The invention discloses a prefabricated bridge deck wet joint connecting structure, a prefabricated bridge and a method thereof. The technical proposal is as follows: prefabricating concrete bridge deck, a plurality of conical tooth grooves are formed in one side of the prefabricated concrete bridge deck and there is an annular connecting joint steel bar extending out from the end face of the prefabricated concrete bridge deck; the annular connecting joint steel bars between the two prefabricated concrete bridge decks are overlapped and staggered; transverse penetrating steel bars are arrangedon the inner sides and the outer sides of the annular connecting joint steel bars; concrete is filled between the oppositely-arranged conical tooth grooves to form a wet joint. The conical tooth grooves are formed in the connecting interface of the prefabricated concrete bridge deck slabs, the bridge deck slabs are connected through the annular steel bars. The invention has the advantages of simple structure, reasonable stress, reliable force transmission, capable of meeting various requirements of the concrete bridge deck slabs in the normal use and bearing capacity limit state; The on-sitepouring amount is small, and construction is convenient and fast.

Description

technical field [0001] The invention relates to the technical field of bridge engineering, in particular to a prefabricated bridge deck wet joint connection structure, a prefabricated bridge and a method. Background technique [0002] With the continuous improvement and rapid development of my country's bridge construction level, prefabricated bridge technology has been widely used. Prefabricated bridges achieve rapid construction through factory prefabrication and on-site installation of components, which significantly improves the quality of bridge components and production and construction efficiency, and has attracted extensive attention from the engineering and academic circles. Among them, the prefabricated bridge deck system adopts factory-made steel girders and prefabricated concrete bridge decks, which are erected at the construction site. After the installation is completed, the vertical and horizontal joints of the cast-in-place bridge decks form an overall bridge...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D1/00E01D19/12E01D21/00
CPCE01D1/00E01D19/125E01D21/00
Inventor 李怀峰刘玉擎王志英王宏博王铭鑫马雪媛
Owner SHANDONG TRAFFIC PLANNING DESIGN INST
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