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Translation traction construction method for PC narrow and high track beam on cast-in-place beam

A construction method and technology of track beams, which are applied in the directions of tracks, roads, bridges, etc., can solve the problems of inability to hoist the track beams by cranes and beam-carrying vehicles, and achieve the effect of reducing construction costs and laying safely.

Active Publication Date: 2021-05-28
CCFEB CIVIL ENG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In view of the above problems, the present invention provides a translational traction construction method of PC narrow and high track beams on cast-in-place beams, to solve the problem when erecting PC narrow and high track beams on the cast-in-place piers and cast-in-place beams in the middle of the bridge. The bridge bears the technical problem that the crane and the beam truck cannot be driven to the bridge for the hoisting of the track girder

Method used

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  • Translation traction construction method for PC narrow and high track beam on cast-in-place beam
  • Translation traction construction method for PC narrow and high track beam on cast-in-place beam
  • Translation traction construction method for PC narrow and high track beam on cast-in-place beam

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Embodiment

[0034] A translational traction construction method of PC narrow and high track beams on cast-in-place beams, which comprises the following steps:

[0035] S1, translation track installation

[0036] see figure 1 , figure 2 , after the strength of the concrete of the cast-in-place beam reaches 100%, the leveling block 1 is laid on the cast-in-place beam 9 to ensure that the translation track 2 is flush with the beam surface of the cast-in-place beam; The two translation tracks 2 of the beam; among them, the leveling block 1 is a 10mm thick steel plate, and the translation track 2 is spliced ​​by 45b double-split I-beams. The top surface of the translation track 2 is polished smooth and coated with a layer of butter; leveling Pad block 1 and translation track 2 are fixed by spot welding;

[0037] S2. Construction of translational traction mechanism

[0038] see figure 1 , figure 2 , at the side span position of the cast-in-place beam, at least two transverse support bea...

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Abstract

The invention discloses a translation traction construction method for a PC narrow and high track beam on a cast-in-place beam, which is characterized by comprising the following steps: S1, translation track installation: paving a leveling cushion block on the cast-in-place beam, and then paving two translation tracks penetrating through the cast-in-place beam on the leveling cushion block; S2, constructing a translation traction mechanism; S3, hoisting and fixing the track beam, specifically, the track beam is hoisted to the position between the two vertical supporting beams on the transverse supporting beam from the side span side face of the cast-in-place beam, and arranging buffering and reinforcing cushion blocks additionally between the vertical supporting beams and the track beam; and S4, performing track beam translation traction. According to the translation traction construction method for the PC narrow and high track beam on the cast-in-place beam, the technical problem that when the PC narrow and high track beam is erected on a cast-in-place pier column in the middle of a bridge and the cast-in-place beam, a crane and a beam transporting vehicle cannot be driven to the bridge to hoist the track beam in consideration of bridge bearing is solved.

Description

technical field [0001] The invention belongs to the technical field of straddle-type monorail traffic construction, and in particular relates to a translational traction construction method of a PC narrow-high track beam on a cast-in-place beam. Background technique [0002] The straddle-type monorail traffic is supported, stabilized and guided by a single track, and the car body uses rubber tires to ride on the track beams. The characteristics of the straddle-type monorail are strong adaptability, low noise, and small turning radius , Strong climbing ability. The monorail system can better adapt to the complex terrain and landform environment. The average width of the viaduct piers of the straddle-type monorail is less than 2m. Compared with other elevated rail transits, the bridge piers occupy nearly half the width of the bridge. The columns can be erected in the center of urban roads or in the green belts on both sides of the road, which occupies a small area and has les...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D19/12E01B25/10
CPCE01D21/00E01D19/125E01B25/10
Inventor 王竺曾昭武许碧勇卓柳军张胥宋鹏飞邱志成郭德华赵鑫白小兵张路黄闯韦善函刘明阳向云港
Owner CCFEB CIVIL ENG
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