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Sequence control system (SCS) concrete filled steel tube bridge pier with shear nails added at bottom

A technology of concrete filled steel tubes and shear nails, which is applied in the directions of bridges, bridge parts, bridge construction, etc., can solve the problems of easy bending at the upper and lower ends, poor connection performance, small hoop effect, etc., and achieves good torsional performance, Low construction cost and enhanced ferrule effect

Inactive Publication Date: 2013-03-27
CHANGAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The technical problem to be solved by the present invention is to provide a SCS steel pipe concrete bridge pier with additional shear studs at the end, which has simple structure, reasonable design, convenient construction, low construction cost and excellent mechanical properties in view of the above-mentioned deficiencies in the prior art , The use effect is good, and it can effectively solve the existing problems of the existing concrete-filled steel tube concrete piers, such as the self-heavy weight, the poor connection performance between the outer steel tube and the inner concrete, the outer steel tube's effect on the inner concrete hoop, and the upper and lower ends are prone to bending, etc.

Method used

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  • Sequence control system (SCS) concrete filled steel tube bridge pier with shear nails added at bottom
  • Sequence control system (SCS) concrete filled steel tube bridge pier with shear nails added at bottom
  • Sequence control system (SCS) concrete filled steel tube bridge pier with shear nails added at bottom

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Effect test

Embodiment 1

[0048] Such as figure 1 , figure 2 and image 3 As shown, the present invention includes an outer steel pipe 1, an inner steel pipe 2 sleeved inside the outer steel pipe 1, a top shear structure arranged between the top of the outer steel pipe 1 and the top of the inner steel pipe 2, and a top shear structure arranged between the bottom of the outer steel pipe 1 and the inner steel pipe. 2. The bottom shear structure between the bottom ends is formed by pouring concrete filled in the cavity between the outer steel pipe 1 and the inner steel pipe 2 after the top shear structure and the bottom shear structure are laid out. The concrete structure 4, the inner steel pipe 2 is a circular steel pipe and it is arranged in the middle of the inner side of the outer steel pipe 1. The outer steel pipe 1 and the inner steel pipe 2 are arranged coaxially. The outer steel pipe 1 is an outer steel pipe 1, and the cross-sectional shape of the outer steel pipe 1 is circular; One and the b...

Embodiment 2

[0063] Such as Figure 4 As shown, in this embodiment, the difference from Embodiment 1 is that the cross section of the outer steel pipe 1 is circular, A1:A2=1:0.6, and the wall thicknesses of the outer steel pipe 1 and the inner steel pipe 2 are both 25mm, A1=10m 2 ; The number of the plurality of top shear stud groups 1 and the plurality of bottom shear stud groups 1 is 6.

[0064] In this embodiment, the structures and connections of other parts are the same as those in Embodiment 1.

Embodiment 3

[0066] Such as Figure 5 As shown, in this embodiment, the difference from Embodiment 1 is that the cross-section of the outer steel pipe 1 is a regular hexagon, A1:A2=1:0.8, and the wall thicknesses of the outer steel pipe 1 and the inner steel pipe 2 are equal. 25mm, A1=10m 2 ; The number of the plurality of top shear stud groups 1 and the plurality of bottom shear stud groups 1 is 4.

[0067] In this embodiment, the structures and connections of other parts are the same as those in Embodiment 1.

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Abstract

The invention discloses an SCS concrete filled steel tube bridge pier with shear nails added at bottom. The SCS concrete filled steel tube bridge pier comprises an outer steel tube, an inner steel tube, a top end shear resistant structure, a bottom end shear resistant structure and a concrete structure. The inner steel tube is sleeved inside the outer steel tube, the top end shear resistant structure is distributed between the top end of the outer steel tube and the top end of the inner steel tube, the bottom end shear resistant structure is distributed between the bottom end of the outer steel tube and the bottom end of the inner steel tube, the concrete structure is molded by pouring concrete filled in a cavity between the outer steel tube and the inner tube after the top end shear resistant structure and the bottom end shear resistant structure are distributed, the inner steel tube is a round steel tube, the outer steel tube and the inner steel tube are coaxially distributed, the outer steel tube is an outer steel tube one or two, the shape of the cross section of the outer steel tube one is a circle, and the shape of the cross section of the outer steel tube two is a rectangle or regular polygon. According to the SCS concrete filled steel tube bridge pier with stiffening ribs added at the bottom, the structure is simple, the design is reasonable, the construction is convenient, the construction cost is low, the mechanical property and the usage effect are good, and problems in concrete filled steel tube bridge piers are solved.

Description

technical field [0001] The invention relates to a steel pipe concrete bridge pier, in particular to an SCS steel pipe concrete bridge pier with additional shear nails at the end. Background technique [0002] Concrete filled steel pipe refers to the structure formed after the steel pipe is filled with concrete. The two materials of steel and concrete make up for each other's weaknesses and give full play to each other's strengths, so that the steel tube concrete has a high bearing capacity and excellent mechanical properties. Nowadays, CFST structures are more and more widely used in structures such as offshore platforms and long-span, heavy-duty, and light bridges, and the CFST structures used mainly have three cross-sectional forms: circular, square, and rectangular. However, the currently used concrete-filled steel tube structures generally have structural defects that limit the development and application of concrete-filled steel tube structures to a large extent. [0...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/02
Inventor 杨光辉王旭高小育刘永健樊小林李志立黄嘉瑞韩小宇李波
Owner CHANGAN UNIV
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