Looking for breakthrough ideas for innovation challenges? Try Patsnap Eureka!

Double-amplitude four-cable-plane multi-tower cable-stayed bridge with annular row support stump flowerpot-shaped bracket

A technology for supporting tree stumps and cable-stayed bridges, which is applied in the direction of cable-stayed bridges, erection/assembly bridges, bridges, etc., and can solve the difficulties in the construction of cantilever X-shaped brackets, the increased force on bridge towers, and the addition of cable towers and foundations scale and other issues, to achieve the effect of enhancing the effect of three-dimensional compression restraint, improving structural rigidity, and reducing mid-span deflection

Active Publication Date: 2020-09-01
江苏华通工程技术有限公司
View PDF6 Cites 0 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] Adopting the scheme of increasing the geometric dimensions of the cable tower structure and the main beam structure, that is, using a large-scale cable tower structure to increase the stiffness of the bridge tower and the main beam structure, will increase the cost of the bridge, which is very uneconomical; adopting the tower beam consolidation scheme will lead to temperature effects The increase of the force on the bridge tower under the action will increase the scale of the cable tower and the foundation; the use of side spans to set auxiliary piers and transition piers has some effect on three-tower cable-stayed bridges, and for multi-tower cable-stayed bridges with more than four spans, the other It cannot improve the force bearing of the intermediate bridge towers, nor can it reduce the problem of excessive live load displacement of the main girder of the intermediate span; adopting the scheme of setting auxiliary cables, and setting auxiliary cables between the cable towers is an effective method to improve the stiffness and stability of multi-tower cable-stayed bridges , however, affects the aesthetics of the bridge
[0006] The Jiashao Bridge is a Strait Bridge across the Hangzhou Bay. It adopts a double-width, four-cable plane, and six-tower cable-stayed bridge structure system. The Jiashao Bridge proposes that the cable towers be equipped with cantilevered X-shaped brackets, and the main girder is equipped with longitudinal double-row supports. The relative rotation degrees of freedom between the main girder and the cable tower are constrained to improve the stress of the multi-tower cable-stayed bridge. The beam consolidation system is basically the same, which can solve the problem of the vertical stiffness of the main girder of the multi-tower cable-stayed bridge with weak tower structure. However, the force of the cantilever X-shaped bracket is very complicated. The construction of the standard cantilever X-shaped bracket is very difficult, and the construction of the negative moment steel bar of the cantilever X-shaped bracket anchored to the tower column is very difficult

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Double-amplitude four-cable-plane multi-tower cable-stayed bridge with annular row support stump flowerpot-shaped bracket
  • Double-amplitude four-cable-plane multi-tower cable-stayed bridge with annular row support stump flowerpot-shaped bracket
  • Double-amplitude four-cable-plane multi-tower cable-stayed bridge with annular row support stump flowerpot-shaped bracket

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0054] A double-width four-cable surface multi-tower cable-stayed bridge with tree stump flowerpot-shaped brackets of ring-row supports of the present invention, comprising bridge tower foundation 1, variable cross-section prestressed steel pipe concrete hollow column bridge tower 2, tree stump flowerpot-shaped brackets Frame 3, ring-arranged support 4, double-width main girder deck 5, cable-stayed cables 6 and artificial leaf tower crown 7, characterized in that: variable cross-section prestressed steel pipe concrete hollow column bridge tower 2 is set on the bridge tower foundation 1 , the tree stump flowerpot-shaped bracket 3 rests on the bridge tower foundation 1, the tree stump flowerpot-shaped bracket 3 wraps the variable-section prestressed steel pipe concrete hollow column bridge tower 2, and the top of the tree stump flowerpot-shaped bracket 3 is arranged in a circular arrangement The support 4, the double-width main girder bridge deck 5 rest on the stump flowerpot-sha...

Embodiment 2

[0058] A construction method for a double-width four-cable surface multi-tower cable-stayed bridge with tree stump flowerpot-shaped brackets ring-row support, characterized in that it includes the following steps:

[0059] Step 1: Carry out the bridge site selection of the double-width four-cable plane multi-tower cable-stayed bridge, drive the man-made pile foundation, carry out the construction of the bridge tower foundation 1, carry out the construction of the approach bridge, and carry out the construction of the single-leaf hyperboloid side pier 8;

[0060] Step 2: On the bridge tower foundation 1, install variable-section outer steel pipes 21 and inner steel pipes 22, arrange unbonded prestressed steel bars 24 in the pipes, pour concrete 23 in the pipes, install perforated diaphragms 25, and form variable cross-sections Prestressed steel tube concrete hollow column bridge tower 2;

[0061] Step 3: Before the initial setting of the concrete 23 in the pipe, stretch a small...

Embodiment 3

[0068] For a Strait Bridge, the span of the main bridge is 200+3×400+200 meters, a double-width, four-cable plane, three-tower cable-stayed bridge, and the approach bridge is a continuous beam of 5×60 meters. The main bridge adopts a double-width four-cable plane multi-tower cable-stayed bridge structure with ring-row supports, tree stumps, and flowerpot-shaped brackets. The total span of the bridge deck is 60 meters, and the width of the left and right steel box girders is 24 meters. The net distance between the left and right steel box girders is 12 meters. Four-cable-plane cable-stayed cables obliquely suspend the double-width main girder deck. The distance between the cables is 20 meters. A 3-meter-wide steel box girder is installed every 60 meters to connect the left and right steel box girder deck girders.

[0069] The bridge tower foundation cap of this bridge is elliptical. On the bridge tower foundation, a variable cross-section prestressed steel pipe concrete hollow ...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

No PUM Login to View More

Abstract

The double-amplitude four-cable-plane multi-tower cable-stayed bridge with the annular row support stump flowerpot-shaped bracket has the advantages of being good in structural rigidity, attractive inmodeling, convenient to construct, economical, reasonable and the like. A single-blade double-curved-surface thin-shell stump flowerpot-shaped bracket is arranged on a bridge foundation, an annular row support is arranged at the top of the stump flowerpot-shaped bracket to support a double-amplitude main beam bridge deck, the annular row support system can restrain relative rotation between a main beam and a cable bent tower, and the structural rigidity of the multi-tower cable-stayed bridge is improved. Unbonded prestressed steel strands are uniformly arranged in the variable cross-section concrete-filled steel tube hollow column type bridge tower column, prestressed steel bars are tensioned to extrude concrete, the compactness of concrete in a tube is improved, the problem of interfaceseparation of a large-diameter steel tube and a core concrete column body is solved, and the structural rigidity of the variable cross-section concrete-filled steel tube bridge tower column is improved. Simulated bark is adhered to the periphery of the variable cross-section prestressed concrete-filled steel tube bridge tower column, and the artificial leaf tower crown is arranged at the top of the variable cross-section prestressed concrete-filled steel tube bridge tower column, so that the landscape effect is improved.

Description

technical field [0001] The invention belongs to the field of civil engineering, and relates to a cable-stayed bridge structure, in particular to a double-width, four-cable plane, and multi-tower cable-stayed bridge with ring-row supports, tree stumps and flowerpot-shaped brackets. Background technique [0002] The double-width four-cable plane multi-tower cable-stayed bridge is a cable-stayed bridge with three or more single-column towers. With the advantages of small area and reasonable economic indicators, the double-width four-cable plane multi-tower cable-stayed bridge is well received by the bridge engineering community. [0003] In view of the mechanical characteristics of the double-width four-cable plane multi-tower cable-stayed bridge, the two sides of the middle tower of the double-width four-cable plane multi-tower cable-stayed bridge have neither auxiliary piers and transition piers nor end anchor cables, and there is no support for the main girder and cable towe...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
Patent Type & Authority Applications(China)
IPC IPC(8): E01D11/04E01D21/00E01D19/14E01D19/16E01D19/02E01D19/04
CPCE01D11/04E01D19/02E01D19/047E01D19/14E01D19/16E01D21/00
Inventor 袁微微竺伟张红雷王为圣杜高明纪军周永峰朱兆敏李勇
Owner 江苏华通工程技术有限公司
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Patsnap Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Patsnap Eureka Blog
Learn More
PatSnap group products