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Bridge span assembly of open web condup-shaped pedestrian bridge

A broken line and bridge technology, applied to bridge parts, bridges, bridge construction, etc., can solve problems such as poor adaptation, function or appearance, etc., to achieve the effect of widening landscape and vision, uniform internal force, and reducing pile foundation cost

Pending Publication Date: 2019-06-11
TONGJI UNIV ARCHITECTURAL DESIGN INST GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, general bridges are not well adapted to these curved bridges due to traffic or landscape considerations.
It is often necessary to adjust the traffic function or landscape to accommodate the design of the bridge, resulting in a certain impact on the function or appearance
[0005] As for pedestrian bridges, generally speaking, the landscape in the center of the river is relatively open, the airflow conditions are good, and people feel more comfortable. Pedestrians are more likely to stay in the center of the bridge. In architectural design, it is sometimes desirable to set up a landscape platform in the middle of the span, but If a traditional bridge structure needs to set up a platform, it can only be cantilevered from the side, which will bring additional burdens such as overturning to the main structure

Method used

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  • Bridge span assembly of open web condup-shaped pedestrian bridge
  • Bridge span assembly of open web condup-shaped pedestrian bridge
  • Bridge span assembly of open web condup-shaped pedestrian bridge

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0047] A bridge span assembly of an empty stomach double broken linear pedestrian bridge, comprising a first folded beam 1, a second folded beam 2, a web member 3 and a strapping plate 4, such as figure 1 Shown; the first polybeam 1 and the second polybeam 2 are polybeams that are provided with two turns in the vertical direction, as figure 2 and image 3 As shown, in the vertical direction, the distance between the two turning points is 0.3 times the length of the folded beam, and the two folded beams are overlapped up and down; there is a lap between the upper turning points of the two folded beams The bridge deck is formed by the two folded beams and the strapping plate; the overlapping part of the two folded beams and the connecting plate and the folded beam below the strapping plate are connected by a web bar, and the web bar is vertical directly installed between the two folded beams or between the strapping plate and the folded beam located below the strapping plate; ...

Embodiment 2

[0058] A bridge span assembly of an empty double-folded line pedestrian bridge, comprising a first folding beam 1, a second folding beam 2, a web bar 3 and a deck 4, such as Figure 4 shown. The first folding beam 1 and the second folding beam 2 are folding beams with two turns in the vertical direction, such as Image 6 As shown, there are also two bends in the horizontal direction, such as Figure 5 As shown, in the vertical direction, the distance between the two turning points is 0.2 times the length of the polybeam; in the horizontal direction, the distance between the two turning points is 0.2 times the length of the polybeam; in the horizontal direction , so that the intersection of the two polybeams partially overlap, such as Figure 7 shown. Between the upper turning points of the two folded beams, a lap plate is arranged, and the two folded beams and the lap plate form a bridge deck. Since the two folded beams do not completely overlap in the middle part, at this ...

Embodiment 3

[0060] The utility model relates to a bridge span component of an empty double-folded line pedestrian bridge, which comprises a first folding beam, a second folding beam, a web member and a tie plate. The first folding beam and the second folding beam are folding beams with one turn in the vertical direction, and two bends in the horizontal direction. In the vertical direction, the distance between the two turns is the 0.4 times the length of the beam; in the horizontal direction, the distance between the two turning points is 0.4 times the length of the folding beam; two turning points in the horizontal direction make the intersection of the two folding beams partially overlap. Between the upper turning points of the two folded beams, a lap plate is arranged, and the two folded beams and the lap plate form a bridge deck. Since the two folded beams do not completely overlap in the middle part, at this time, the folded beam and the lap plate form a bridge deck. The bridge deck ...

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Abstract

The invention relates to a bridge span assembly of an open web condup-shaped pedestrian bridge. The bridge span assembly comprises folding beams provided with turns in a vertical direction. The two folding beams are overlapped up and down in a crossed manner, an attachment strap is arranged between upper turning points of the two folding beams, and the two folding beams and the attachment strap form a bridge floor; and the overlapped part of the two folding beams, the attachment strap and the folding beams arranged below the attachment strap are connected through a web members. Compared with the prior art, the bridge span assembly can be suitable for wiring a condup bridge floor, is relatively high in stability of a large span fold line bridge, and has the advantages that the bridge span assembly is stable in structure, low in processing cost and open in view of bridge floor and a observation deck does not cause an added burden of the bridge floor and the like.

Description

technical field [0001] The invention relates to the field of buildings and pedestrian bridges, in particular to a bridge span component of an empty double zigzag linear pedestrian bridge. Background technique [0002] Traditionally, there are four types of bridge structure systems: beam bridges, arch bridges, suspension bridges, and rigid frame bridges. With the development of building materials and design technology in modern times, some new bridge systems have been derived on the basis of the four major types of bridges. Such as cable-stayed bridges, suspension bridges, etc. [0003] According to the number of span structures of the bridge, it can be divided into single-span, two-span, three-span, multi-span and so on. The fewer the number of bridge spans, the less the lower piers are needed. Since the piers will affect the passage of the waterway, and their construction is generally underwater, the construction is expensive, difficult and risky. Under the conditions of...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/00E01D1/00G06F17/50
Inventor 黄卓驹
Owner TONGJI UNIV ARCHITECTURAL DESIGN INST GRP CO LTD
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