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Novel ultra-high-performance-concrete connector construction for expansion joint beam ends

An ultra-high-performance concrete technology, applied in bridges, bridge parts, bridge construction, etc., can solve problems such as high precision requirements for joint structures, difficulty in achieving expected construction effects, and difficulty in ensuring long-term effects, etc., to reduce local fractures Impaired performance, simplified construction process, and increased effective service life

Pending Publication Date: 2018-06-15
HUNAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The mechanical properties of the existing expansion joint fillers are poor, and the crack resistance of the joints is ensured by adding steel bars. On the one hand, it increases the difficulty of on-site construction, and on the other hand, it is difficult to guarantee the long-term effect
Conventional bridge expansion devices have high requirements on the accuracy of the joint structure during the construction process, and the construction is cumbersome, making it difficult to achieve the expected construction effect

Method used

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  • Novel ultra-high-performance-concrete connector construction for expansion joint beam ends
  • Novel ultra-high-performance-concrete connector construction for expansion joint beam ends
  • Novel ultra-high-performance-concrete connector construction for expansion joint beam ends

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Embodiment 1

[0031] Referring to the accompanying drawings: This embodiment is a new type of ultra-high performance concrete joint structure used for expansion joint beam ends. Taking bridge construction as an example, it includes the ultra-high performance concrete joint body 9 and the connecting joint body 9 arranged at the ends of two adjacent construction beams. The connecting piece of the two joint bodies 9 , the joint body 9 includes anchor tendons 7 , anchor plates 8 and shear connection pegs 3 . During the construction process, reserved slots for expansion joints are reserved between two adjacent beam ends, and the pre-embedded steel bars 2 are partially pre-embedded at the ends of the beam body 6 during the construction process of the beam body 6, and extend upwards to the reserved slots for the expansion joints. Groove, pre-embedded steel bars 2 in the bottom beam body 6 synchronously pre-embedded two crossing steel bars 1 arranged in parallel. The welding work between the anchor...

Embodiment 2

[0034] Referring to the accompanying drawings, this embodiment is a new type of ultra-high performance concrete structure for beam ends of expansion joints, including an ultra-high performance concrete joint body 9 arranged at the ends of two adjacent construction beams and a connecting piece connecting the two joint bodies 9 The joint body 9 includes pre-embedded screws 11, the bottom ends of the pre-embedded screws 11 are bent, some of the bent parts at the bottom ends of the screws 11 face each other, and the bent front ends are in contact with each other. During the construction process, reserved grooves for expansion joints are reserved at the ends of adjacent beams, and the pre-embedded steel bars 2 are partially pre-embedded at the ends of the beam body 6 during the construction process of the beam body 6, and extend upwards to the reserved grooves for expansion joints. Two crossing reinforcing bars 1 arranged in parallel are pre-embedded synchronously in the bottom beam...

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Abstract

The invention provides a novel ultra-high-performance-concrete connector construction for expansion joint beam ends. The novel ultra-high-performance-concrete connector construction comprises ultra-high-performance-concrete connector bodies arranged at two adjacent construction beam ends and a connecting piece connected with the two connector bodies, wherein the connector bodies comprise first embedded parts and expansion device bodies, the first embedded parts are embedded to the beam ends and extend to the connector bodies, and the expansion device bodies are embedded into the connector bodies in the mode that a first connecting piece is transversely staggered and are connected with the connecting piece. All welding processes of connectors are pre-completed in a factory, a common reinforcing steel bar penetrating through joint cross sections is omitted, site 'free welding' is achieved, the construction technology of an expansion joint is greatly simplified, an expansion device can beaccurately installed in place accordingly, and the design function of the expansion device is fully developed; filling materials of the connector portions adopt ultra-high-performance concrete, the high tensile strength and the excellent endurance quality of the ultra-high-performance concrete can be fully developed, the whole life cycle cost is obviously reduced, and the service life is prolonged.

Description

technical field [0001] The invention relates to the technical field of bridge construction, in particular to a novel ultra-high performance concrete joint structure used at beam ends of expansion joints. Background technique [0002] In order to prevent the damage to the bridge structure caused by thermal expansion and contraction of the bridge structure caused by temperature changes, and to meet the expansion and displacement requirements of the beam body and beam ends, expansion joints are widely used in the bridge, road or building construction process. The mechanical properties of the existing expansion joint fillers are poor, and the crack resistance of the joint is ensured by adding steel bars. On the one hand, it increases the difficulty of on-site construction, and on the other hand, it is difficult to guarantee the long-term effect. Conventional bridge expansion devices have high requirements on the accuracy of the joint structure during the construction process, an...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/06
CPCE01D19/06
Inventor 邵旭东刘琼王昌将
Owner HUNAN UNIV
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