F-type steel double-slit joint of low- and medium-speed maglev system

A technology for connecting joints and section steel, which is applied to roads, tracks, buildings, etc., can solve problems affecting the life of emergency support wheels, the collision between induction coils and induction plates, and affecting the lateral smoothness of the track, so as to achieve the smoothness of the track Good maintenance, easy maintenance and simple structure

Active Publication Date: 2015-03-25
CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Although the above-mentioned connection joints can meet the connection requirements of the rail row, there are still some deficiencies in the process of use: ① Due to the boss setting at the position of the main F-shaped steel web, the length of the auxiliary F-shaped steel web is too short, causing the maglev train to pass through When connecting joints with double seams, the suspension detection device is prone to errors. In extreme cases, the collision between the induction coil and the induction plate will occur, which will affect the safety of driving; When the low-temperature limit buckle is tightened, the auxiliary F-shaped steel will be subjected to a large torque, which will affect the lateral smoothness of the track; ③When the maglev train is running with emergency support wheels, due to the It is a "one"-shaped seam, and the emergency support wheel is subjected to a great impact when passing through the seam, which affects the smoothness of the track and the life of the emergency support wheel

Method used

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  • F-type steel double-slit joint of low- and medium-speed maglev system
  • F-type steel double-slit joint of low- and medium-speed maglev system
  • F-type steel double-slit joint of low- and medium-speed maglev system

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Embodiment

[0021] Embodiment: A double-slit connection joint of F-shaped steel for medium and low speed maglev systems, including two sections of main F-shaped steel 1 with first inner legs 1-1 and first outer legs 1-3, and one section with second inner legs 2 -1 and the secondary F-shaped steel 2 of the second outer leg 2-3 and two pressing plates 4, the first inner leg 1-1 and the first outer leg 1-3 are respectively provided with protruding first connecting pads 1-2 and the second connection pad 1-4, the end of the second connection pad 1-4 is provided with a vertically protruding main stop buckle 1-5, and the second inner leg 2-1 There is a first connection platform 2-2 that matches the first connection pad 1-2, and the second outer leg 2-3 is provided with a second connection platform that matches the second connection pad 1-3. The platform 2-4, the end of the second connection platform 2-4 is provided with a vertically protruding auxiliary limit buckle 2-5, the second inner leg 2-1...

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Abstract

The invention discloses an F-type steel double-slit joint of a low- and medium-speed maglev system. The F-type steel double-slit joint comprises two main F-type steel sections, an auxiliary F-type steel section and two press plates and more, wherein each main F-type steel section is provided with a first inner leg and a first outer leg, and the auxiliary F-type steel section is provided with a second inner leg and a second outer leg. The F-type steel double-slit joint of the low- and medium-speed maglev system is simple in structure, convenient to mount and easy to maintain.

Description

technical field [0001] The invention relates to the technical field of medium and low-speed maglev rail transit, in particular to an F-shaped steel double-slit connection joint of a medium-low speed maglev system. Background technique [0002] The track structure of the medium and low speed maglev system is mainly composed of a block rail row, a fastener system and a rail support platform. The rail row can be assembled on site or in the factory, and connected with the rail bearing platform poured on site through the fastener system. At the same time, in order to adapt to the deformation caused by the temperature change of the lower foundation and the rail row, expansion joints and expansion joints should be set between the rail rows The size should be non-zero at the highest temperature in history to ensure that there is no tension between the rail rows, and not exceed the structural rail gap at the lowest temperature in history to ensure the smooth operation of the train. ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01B25/30
CPCE01B25/30
Inventor 全顺喜孙立李伟强王森荣娄会彬杨艳丽
Owner CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
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