Jacking construction method for large-span frame-structure bridge of combined I-shaped beam continuous reinforced line

A combined engineering and construction method technology, applied in the direction of bridges, bridge construction, erection/assembly of bridges, etc., to achieve the effect of good line stability, easy operation and good continuity

Inactive Publication Date: 2020-09-18
CHINA RAILWAY SIXTH GRP TAIYUAN RAILWAY CONSTR +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] Aiming at the problem of safe and rapid construction of long-span jacking frame bridges, the invention provides a j

Method used

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  • Jacking construction method for large-span frame-structure bridge of combined I-shaped beam continuous reinforced line
  • Jacking construction method for large-span frame-structure bridge of combined I-shaped beam continuous reinforced line
  • Jacking construction method for large-span frame-structure bridge of combined I-shaped beam continuous reinforced line

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Embodiment Construction

[0025] This long-span frame bridge is on the right side of the railway line ( figure 1 Below the China Railway Line) prefabrication. The combined overhead system of I100 construction beam and H70 horizontal lifting beam is used for reinforcement and overhead, and the overhead length is 3×16m. The I100 construction beams are set at a distance of 2.2m from the left and right sides of the line center, and each set of longitudinal beams is connected by H20 steel sleepers. Set up H70-type reinforced beams at the bottom of the rail on the two supporting piles in the horizontal direction. The left side of the line is extended to the pile crown beam in place to prevent the line from traversing during jacking. Two rows of steel bar pull rings are pre-embedded on the top plate of the box culvert, and the line and the bridge body are connected with chains and wire ropes during jacking to prevent the line from moving laterally. The train speed limit is 45km / h during the reinforcement o...

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Abstract

The invention relates to a construction method of an overhead railway jacking frame-structure bridge, in particular to a jacking construction method of a large-span frame-structure bridge of a combined I-shaped beam continuous reinforced line. The large-span frame-structure bridge is prefabricated on the right side of a railway line. An I100 I-shaped beam and H70 type transverse lifting beam combined overhead system is adopted for reinforcement and overhead operation. The I100 I-shaped beams are arranged at the positions 2.2 m away from the left side and the right side of the center of the line, and each set of longitudinal beams are connected through an H20 steel sleeper. H70 type reinforced transverse lifting beams are arranged at the rail bottoms of two transverse supporting piles, andthe transverse lifting beams extend out of the center lines of the longitudinal beams by 4.5 m on the right side of the line, so that a box culvert top plate is conveniently jacked into the transverselifting beams as early as possible; the transverse lifting beams extend to in-place pile crown beams from the left side of the line to prevent the line from transversely moving in the jacking period.Two rows of steel bar pull rings are embedded in the box culvert top plate, and the line and the bridge body are connected by using a chain block and a steel wire rope during jacking to prevent the line from transversely moving. The method is suitable for large-span frame structure jacking construction or temporary line reinforcement and the like which cannot be used by the I-shaped beams.

Description

technical field [0001] The invention relates to a construction method for jacking a frame-structure bridge of an overhead railway, in particular to a construction method for jacking a large-span frame-structure bridge of a line with continuous reinforcement of combined construction beams. Background technique [0002] With the rapid development of my country's national economy and transportation, the number of intersections between roads and railways planned by local governments has increased, and the width and height of existing railway overpasses cannot meet the development needs of local governments. The hole diameter is getting bigger and bigger, and some various and mature construction techniques for overhead railway jacking frame bridges have been formed, such as the line jacking method for rail buckle beam reinforcement, I-beam reinforcement line jacking method, and D-beam reinforcement. The line jacking method, the construction beam reinforcement line jacking method, e...

Claims

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Application Information

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IPC IPC(8): E01D21/00
CPCE01D21/00
Inventor 李高峰金路韩士桥武文清汤凡徐宏雷李昊明张楚新
Owner CHINA RAILWAY SIXTH GRP TAIYUAN RAILWAY CONSTR
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