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Hollow slab bridge structure enhancing transverse rigidity

A technology for hollow slab bridges and transverse stiffness, applied in bridges, bridge parts, bridge construction, etc., can solve the problems of hinge joint damage, veneer stress, and lower bearing capacity of the whole bridge, and achieve lateral connection strengthening and shear resistance Strong, large shear area effect

Inactive Publication Date: 2015-05-13
DALIAN UNIV OF TECH
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  • Abstract
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Problems solved by technology

Practice has proved that the damage of the shallow hinge joint structure is serious, and it is easy to cause the stress on the single plate, which reduces the bearing capacity of the whole bridge and increases the deflection, which seriously affects the safety of driving and the service life of the bridge and culvert.
[0003] In the 1990s, the hinge joints of my country's prefabricated hollow slab bridges gradually adopted the structure of deep hinge joints, which improved the shear performance of the hinge joints to a certain extent, but did not fundamentally solve the problem of hinge joint damage. It is still the weak point of the whole prefabricated hollow slab bridge

Method used

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  • Hollow slab bridge structure enhancing transverse rigidity
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Embodiment Construction

[0011] The specific embodiments of the present invention will be described in detail below in conjunction with the technical solutions and accompanying drawings.

[0012] The structure of the bridge is a 15-meter simply supported slab bridge with a width of 9.8 meters. The simply supported slab bridge is composed of 8 prefabricated slabs, of which the prefabricated side girders are 1.2 meters wide and the prefabricated middle girders are 1.0 meters wide.

[0013] After the prefabricated slabs are erected, the distance between adjacent prefabricated slabs is 20 cm at the top of the beam and 20 cm at the bottom of the beam. A total of 3 transverse prestressed tendon pipes are reserved at the mid-span and 3 meters on both sides of the mid-span. Insert the transverse prestressed tendon into the reserved hole, and install the anchor at the fixed end. Cover the transverse prestressed tendons between the prefabricated panels with bellows. The formwork for the hinged joints is then ...

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Abstract

The invention provides a hollow slab bridge structure enhancing transverse rigidity, and belongs to the technical field of bridge engineering. According to the technical method, a transverse bridge direction pre-stress rib pipeline is reserved on a bottom plate of each prefabricated plate. Full hinge joints are arranged between the prefabricated plates, and in other words, the height of the hinge joints is equal to that of the prefabricated plates. Meanwhile, the structure of the full hinge joints makes the interval between the bottoms of the prefabricated plates become larger, so that transverse pre-stress ribs are constructed smoothly. In addition, flat anchorage devices are adopted for the transverse pre-stress ribs, and the requirement for the thickness of the bottom plates of the prefabricated plates can be effectively lowered. By the application of the design method, compared with common hinge joints, the resistance to shearing of the hinge joints is better. In cooperation with the transverse pre-stress ribs, transverse linkage of a hollow slab bridge is further enhanced; meanwhile, the transverse pre-stress ribs can effectively balance transverse bending moment.

Description

technical field [0001] The invention belongs to the technical field of bridge engineering and relates to a hollow slab bridge structure with enhanced transverse rigidity. Background technique [0002] The design theory of prefabricated hollow slab bridges mostly adopts the "hinged slab method", that is, the connection between adjacent slabs is regarded as a hinge, and the hinge joint only transmits shear force, while ignoring the complex forces of bending, tension, and shear in the actual hinge joint structure. state. The hinge joints of prefabricated hollow slab bridges in my country generally adopt the structure of shallow hinge joints in the early stage. Practice has proved that the shallow hinge joint structure is seriously damaged, and it is easy to cause the stress on the single plate, which reduces the bearing capacity of the whole bridge and increases the deflection, which seriously affects the safety of driving and the service life of the bridge and culvert. [00...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/00E01D19/06
CPCE01D19/00E01D19/06
Inventor 潘盛山王骞曾强张哲耿铁锁谭岩斌邱文亮黄才良
Owner DALIAN UNIV OF TECH
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