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Rigid connection construction and contraction technology of shear beam for splicing prestressed concrete box girders

A concrete box girder, rigid connection technology, applied in bridges, bridge maintenance, bridge reinforcement, etc., can solve problems affecting the safe use and driving safety of bridge structures, poor deflection at the connection between new and old bridge structures, and poor road appearance. , to achieve the effects of alleviating the influence of maintenance molding and construction disturbance, high installation accuracy and deformation coordination

Active Publication Date: 2015-10-07
CHINA CONSTR THIRD ENG BUREAU GRP CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This kind of structure is easy to produce deflection difference at the connection between the new and old bridge structures under load, which will cause shear deformation, and the appearance of the road is not good, which will affect the safe use of the bridge structure and driving safety.

Method used

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  • Rigid connection construction and contraction technology of shear beam for splicing prestressed concrete box girders
  • Rigid connection construction and contraction technology of shear beam for splicing prestressed concrete box girders
  • Rigid connection construction and contraction technology of shear beam for splicing prestressed concrete box girders

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Embodiment Construction

[0045] The present invention will be described in further detail below in conjunction with the embodiments and accompanying drawings, but this description is only for explaining the present invention, and should not be construed as limiting the protection scope of the present invention.

[0046] Such as Figure 1-7 and Figure 9 As shown, a prestressed concrete box girder split width shear girder rigid connection structure, including shear girder 1, small longitudinal girder 2, new bridge box girder 3, old bridge box girder 4, wet joint 5, and shear bolts 6 nails, 7 anchor bolts, and 8 filling mortars. The end web plate 1.4 of the new bridge of the shear beam, the end web plate 1.6 of the old bridge of the shear beam, and the middle web plate 1.5 of the shear beam are connected by the bolts of the shear beam web connection plate 1.9 to form an integral shear beam web, which is connected with the upper flange plate of the shear beam 1.3 and the lower flange plate 1.7 of the s...

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Abstract

The invention discloses a rigid connection construction of a shear beam for splicing prestressed concrete box girders. The rigid connection construction comprises shear beams (1), small longitudinal beams (2), a new bridge box girder (3), an old bridge box girder (4), wet joints (5), shear bolt pins (6) and anchor bolts (7). The rigid connection construction has the advantages of reasonable structure, definite stress, convenient construction, and small traffic impact; besides, the rigid connection construction is economic and safe, is high in fatigue resistance and durability, also has the effect of structure reinforcement, and can enable the prestressed concrete box girders of a new bridge and an old bridge to form a good whole. The invention further provides a construction technology of the rigid connection construction of a shear beam for splicing prestressed concrete box girders.

Description

technical field [0001] The invention relates to the technical field of design and construction of bridge widening reconstruction, in particular to a rigid connection structure and construction technology of prestressed concrete box girder widening shear beams. Background technique [0002] With the development of the economy, the contradiction between the increasing traffic volume and the insufficient capacity of existing roads has become increasingly prominent. Road widening has become an effective way to relieve traffic pressure. The widening and reconstruction of existing roads can effectively increase traffic capacity. The widening of bridges is a difficult point in road widening. The widening connection of old and new bridges is different from that of newly built bridges. There are many special issues that need to be considered. At present, the commonly used widening forms of the upper structure of concrete box girder bridges are mainly hinged, rigid and unconnected. . ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D22/00
Inventor 戴小松刘建民周强新秦建刚罗建军谢学彬肖敏徐顺平张飘平
Owner CHINA CONSTR THIRD ENG BUREAU GRP CO LTD
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