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Prefabricated steel pipe concrete and reinforced concrete bridge piers

A technology of reinforced concrete and CFST, applied in the erection/assembly of bridges, bridges, bridge construction, etc., can solve the traffic flow, work area safety and environmental impact, affect the process of bridge construction, and the overall pier column has less seismic performance, etc. problems, to achieve the effect of not affecting normal traffic, low construction noise, and easy on-site splicing

Active Publication Date: 2019-02-12
NORTHEASTERN UNIV LIAONING
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Cast-in-place concrete construction is time-consuming and requires many on-site construction procedures that negatively affect traffic flow, safety in the work area and the environment, especially in complex construction environments, construction spaces, climatic conditions and environmental protection Conditions and other factors seriously affect the progress of bridge construction
[0003] Research on the connection technology between precast concrete piers and foundations, the connection technology between precast concrete sections, the connection between precast concrete sections and cover beams, and the mechanical performance after connection, especially the seismic performance of integral pier columns after connection Relatively few, so its scope of application is still limited

Method used

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  • Prefabricated steel pipe concrete and reinforced concrete bridge piers
  • Prefabricated steel pipe concrete and reinforced concrete bridge piers
  • Prefabricated steel pipe concrete and reinforced concrete bridge piers

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0069] A prefabricated steel pipe concrete and reinforced concrete bridge pier, such as figure 1 As shown, it includes, from bottom to top, the pier foundation 1, the prefabricated steel pipe concrete section 2, one or more prefabricated reinforced concrete middle sections 3 and the prefabricated reinforced concrete top section 4, wherein the bridge pier foundation 1 and the prefabricated steel pipe concrete The segment 2 is fixedly connected by means of the bottom anchor bolt 5 arranged on the pier foundation 1, between the prefabricated steel pipe concrete segment 2 and the prefabricated reinforced concrete intermediate segment 3, and between a plurality of prefabricated reinforced concrete intermediate segments 3, The prefabricated reinforced concrete middle section 3 and the prefabricated reinforced concrete top section 4 are fixedly connected by means of connecting units.

[0070] Specifically, such as Figure 2-Figure 4 shown, where image 3 and Figure 4 for figure...

Embodiment 2

[0093] This embodiment is based on embodiment 1, as shown in the figure, it is different from embodiment 1 in that the cross-sections of prefabricated steel pipe concrete segment 2, prefabricated reinforced concrete middle segment 3 and prefabricated reinforced concrete top segment 4 are all square , that is, the steel pipes in the prefabricated steel pipe concrete segment 2 are also set in a square shape, and of course they can be set in other shapes as required.

[0094] The connecting unit in this embodiment is different from that in Embodiment 1, such as Figure 9 As shown, its connecting unit includes connecting bolts 17, connecting steel plates 18 and connecting anchor tendons 19. Connecting bolt 17 is the top that is embedded in the lower segment, and is arranged at intervals along the edge of the segment. Connecting steel plate 18 is arranged at the lower end of the upper segment. hole, the top of the through hole is reserved with a joint and then poured concrete cavi...

Embodiment 3

[0112] In this embodiment, on the basis of Embodiment 1, the shear connector 16 is set as a steel plate with holes, such as Figure 15 As shown, the steel plate with holes is a strip-shaped steel plate 27 with through holes 21 at equal intervals. The setting of the through holes is conducive to strengthening the connection between the shear connector 16 and the concrete, and improving the ability to work together and coordinate deformation. , steel plates with holes are welded parallel to the inner wall of the steel pipe and arranged at intervals on the inner wall of the steel pipe. Further, steel bars can be arranged in the through holes for better connection, and steel bars are penetrated in the through holes of the perforated steel plates at the same horizontal position along the inner circumference of the steel pipe to form a circle of steel bars around the inner wall or outer wall of the steel pipe. , steel bars can be welded in the through holes to further strengthen the...

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Abstract

The invention relates to a prefabricated steel tube concrete and reinforced concrete assembled bridge pier, which includes a pier foundation, a prefabricated steel tube concrete segment, one or more prefabricated reinforced concrete middle segments and a prefabricated reinforced concrete top segment, wherein the pier foundation The prefabricated steel tube concrete segments are fixedly connected to the bottom anchor bolts provided on the pier foundation, and the prefabricated steel tube concrete segments are connected to the precast reinforced concrete intermediate segments and a plurality of precast reinforced concrete sections. The middle segments, the precast reinforced concrete middle segments and the precast reinforced concrete top segments are fixedly connected by means of connecting units. Each component of the invention has a simple structure, which not only facilitates prefabrication in the factory, but also facilitates on-site splicing, thereby increasing the speed of construction operations and effectively reducing the intensity of on-site operations. In addition to high bearing capacity, good compression, bending and shear resistance, and good durability, this assembled bridge pier also has the advantages of good seismic resistance.

Description

technical field [0001] The invention belongs to the field of bridge engineering, and in particular relates to a bridge pier assembled with prefabricated steel pipe concrete and reinforced concrete. Background technique [0002] At present, most of the bridges built in my country are composed of cast-in-place reinforced concrete abutments, cast-in-place concrete piers, cast-in-place concrete bridge decks and precast concrete beams. Cast-in-place concrete construction is time-consuming and requires many on-site construction procedures that negatively affect traffic flow, safety in the work area and the environment, especially in complex construction environments, construction spaces, climatic conditions and environmental protection Conditions and other factors seriously affect the progress of bridge construction. [0003] Research on the connection technology between precast concrete piers and foundations, the connection technology between precast concrete sections, the conne...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D19/02E01D21/00
CPCE01D19/02E01D21/00
Inventor 王连广侯雯峪韩华峰王浩张俊裴家兴
Owner NORTHEASTERN UNIV LIAONING
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