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Anti-drawing structure of support of straddle rail beam

A straddle-type track and anti-drawing technology, which is applied in bridges, bridge parts, bridge construction, etc., can solve the problems of small adaptive displacement, uneven contact force between hinge shaft and hinge plate, and meet the requirements of force, Low tensile function, the effect of improving safety and reliability

Pending Publication Date: 2018-02-02
CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The anti-pull function of the existing PC track beam cast steel support is to realize the tensile function of the support through the hinge structure between the upper pendulum and the lower pendulum, and at the same time realize the horizontal displacement of the support through the gap between the hinge shaft and the hinge shaft hole. However, in practical applications, there are also disadvantages such as the line contact between the hinge shaft and the hinge plate, uneven force, and small adaptive displacement.

Method used

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  • Anti-drawing structure of support of straddle rail beam
  • Anti-drawing structure of support of straddle rail beam
  • Anti-drawing structure of support of straddle rail beam

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0032] Such as image 3 As shown, the lower part of the lug 8 of the lower seat plate of the pull-out-resistant structure is provided with a concave arc-shaped structure. The surface of the arc structure is covered with a friction plate with a low coefficient of friction and matches with the upward convex arc surface of the rotary slider 12 to form a rotary friction pair of the rotary slider to adapt to the longitudinal rotation of the upper beam.

[0033] The lower plane of the rotating slider 12 of the anti-drawing structure is coated with a friction plate with a low friction coefficient and matched with the stainless steel sliding plate coated on the upper surface of the upper seat plate tensile plate 14 to form a plane friction pair of the rotating slider. To accommodate the longitudinal displacement of the upper beam body.

Embodiment 2

[0035] Such as Figure 4 As shown, the lower part of the lug 8 of the lower seat plate of the pullout-resistant structure is provided with a convex arc-shaped structure. The surface of the arc structure is covered with a friction plate with a low coefficient of friction and matches the upper concave arc surface of the rotary slider 12 to form a rotary friction pair of the rotary slider to adapt to the longitudinal rotation of the upper beam.

[0036] The lower plane of the rotating slider 12 of the anti-drawing structure is coated with a friction plate with a low friction coefficient and matched with the stainless steel sliding plate coated on the upper surface of the upper seat plate tensile plate 14 to form a plane friction pair of the rotating slider. To accommodate the longitudinal displacement of the upper beam body.

Embodiment 3

[0038] Such as Figure 5 As shown, the lower part of the rotating slider 12 of the anti-pullout structure is provided with a convex arc-shaped structure. The surface of the arc-shaped structure is covered with a friction plate with a low coefficient of friction and matches the upper concave arc surface of the upper seat plate tensile plate 14 to form a rotating friction pair of the rotating slider to adapt to the longitudinal rotation of the upper beam.

[0039] The lower surface of the lug 8 of the lower seat plate of the anti-drawing structure is covered with a friction plate with a low friction coefficient and matches with the stainless steel slide plate coated on the upper surface of the rotating slider 12 to form a plane friction pair of the rotating slider. To accommodate the longitudinal displacement of the upper beam body.

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Abstract

An anti-drawing structure of a support of a straddle rail beam is arranged between an upper support plate and a lower support plate; upper support plate guide plates are perpendicular to upper supportplate anti-drawing plates; the upper support plate guide plates and the upper support plate anti-drawing plates are respectively arranged at the two ends of the upper support plate in the horizontaldirection; lower support plate lugs are respectively arranged at the two ends of the lower support plate in the horizontal direction; rotary sliding blocks are arranged between the lower support platelugs and the upper support plate anti-drawing plates; the lower surfaces of the lower support plate lugs are matched with the upper surfaces of the rotary sliding blocks; the upper surfaces of the upper support plate anti-drawing plates are matched with the lower surfaces of the rotary sliding blocks; and the upper surfaces of the rotary sliding blocks are arc surfaces and the lower surfaces of the rotary sliding blocks are flat surfaces or the lower surfaces of the rotary sliding blocks are arc surfaces and the upper surfaces of the rotary sliding blocks are flat surfaces. By virtue of the rotary sliding blocks, the upper support plate anti-drawing plates and the lower support plate lugs, the anti-drawing structure realizes the large displacement, low friction sliding and anti-drawing function of the support, thereby effectively improving the force-bearing safety and reliability of the structure of the support and the convenience of processing. The anti-drawing structure of the support of the straddle rail beam meets the need for the anti-drawing function of the support of the straddle rail beam.

Description

technical field [0001] The invention belongs to the technical field of bridge structures or buildings, and relates to a pullout-resistant structure of a straddle-type track beam support. Background technique [0002] Straddle-type monorail traffic is a new form of modern urban rapid rail three-dimensional traffic, with low noise, strong climbing ability, small turning radius, fast and convenient, less land occupation, low cost, not restricted by terrain, and conducive to environmental protection, etc. Many advantages are a new trend in the development of urban rail transit in the future. [0003] As a two-way flexural member, the straddle-type monorail traffic track beam not only bears the vertical load and horizontal load (centrifugal force, wind force, etc.) of the train, but also bears a large torsional load, and also serves as a track for the train. As an important part of the straddle monorail traffic track beam, the straddle type track beam support is the key to ensur...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/04
CPCE01D19/042
Inventor 刘斌杨卫锋文望青朱海彭华春宋建平刘阳明吕东兴李靖曹翁恺余晓燕董颖洪沁烨郑娜
Owner CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
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