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Steel bar splicing structure with anchoring ends at joint of prefabricated bridge decks

A joint and anchored end technology is applied in the field of steel bar splicing structure with anchored ends at the joints of prefabricated bridge decks, which can solve the problems of easy cracking, joint damage, frequent quality problems, etc., and achieves safe and reliable connection, convenient construction, The effect of increased seam strength

Inactive Publication Date: 2021-02-09
GUANGDONG UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although the prefabricated assembly method can be constructed quickly and conveniently, compared with the monolithic bridge, the strength of the prefabricated bridge deck is weak at the junction of the joints, easy to crack, frequent quality problems, and the joints are prematurely destroyed during use

Method used

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  • Steel bar splicing structure with anchoring ends at joint of prefabricated bridge decks
  • Steel bar splicing structure with anchoring ends at joint of prefabricated bridge decks

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Embodiment Construction

[0012] Below in conjunction with accompanying drawing, the present invention is described in further detail:

[0013] For such as figure 1 , figure 2 As shown in the prefabricated bridge deck joints with anchoring end steel splicing structure, before UHPC pouring, at the design position of the anchoring end bottom of the finished rolled threaded steel bar (5), the position of the steel bar connecting plate and the anchor nut is reserved, and then the two parts are welded. A fixed steel bar (6), one end of the fixed steel bar (6) is connected to the anchor backing plate, and the position of the other end at the joint is beyond the position where the prefabricated bridge deck (2) bears the vertical shear force, and the steel bar connecting plate (4) Insert the anchor ends of the finished rolled rebars, bolt them together with the anchor nuts (3), tighten the anchor nuts (3) to check and reinforce the three longitudinal finished rebars connected as a whole, and then pour ultra-...

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Abstract

The invention discloses a steel bar splicing structure with an anchoring end at a joint of prefabricated bridge decks, belongs to the field of bridge structures, and mainly solves the problem of weakcracking strength at the joint of the prefabricated bridge decks. According to the steel bar splicing structure, the overall performance of the joint is improved by pouring UHPC ultrahigh-strength concrete and the high-bonding anchoring capacity of reinforcing steel bars with anchoring ends and the concrete at the joint. The threaded steel bar is located in the center of the bridge deck, the bearing capacity is enhanced in the bridge deck, the tensile capacity and the anti-shearing capacity are improved in the joint, and therefore the problem that the joint is prone to cracking and damage is solved. And the joints and the bridge deck slabs are connected into a whole through the anchoring end nuts and the connecting plates. The steel bar splicing structure with the anchoring end at the joint of the prefabricated bridge deck slab is clear in stress mode, the strength of the joint of the prefabricated bridge deck slab can be remarkably improved by adopting the UHPC, the high-strength anchoring nut and the integral steel bar connecting steel plate, the stress defect of the joint of the bridge deck slab is overcome, construction is convenient, fast and efficient, the construction cost is reduced, and the use performance is improved.

Description

technical field [0001] The invention relates to a splicing structure of steel bars with anchor ends at the seams of prefabricated bridge decks, which belongs to the field of bridge structures. Background technique [0002] With the development of construction technology, the prefabricated assembly method has become a new development trend in bridge construction and is widely used in various bridge decks. The safe and reasonable assembly structure and assembly technology of adjacent segments is the key to using the prefabricated assembly method of bridge decks. Seeking a reasonable, safe and effective joint structure is a research hotspot for many engineers and scholars. Although the prefabricated assembly method can be constructed quickly and conveniently, compared with the monolithic bridge, the strength of the prefabricated bridge deck is weak at the junction of the joints, easy to crack, frequent quality problems, and the joints are prematurely destroyed during use . Th...

Claims

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Application Information

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IPC IPC(8): E01D19/00E01D19/12
CPCE01D19/00E01D19/12E01D19/125
Inventor 梁伟斌
Owner GUANGDONG UNIV OF TECH
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