DJ1000 Bridge Erector Through Tunnel Erection Girder

Product Details
Customization: Available
After-sales Service: 1 Year
Operation Form: Ground Operation
Manufacturer/Factory
Diamond Member Since 2023

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Registered Capital
30000000 RMB
Plant Area
>2000 square meters
  • DJ1000 Bridge Erector Through Tunnel Erection Girder
  • DJ1000 Bridge Erector Through Tunnel Erection Girder
  • DJ1000 Bridge Erector Through Tunnel Erection Girder
  • DJ1000 Bridge Erector Through Tunnel Erection Girder
  • DJ1000 Bridge Erector Through Tunnel Erection Girder
  • DJ1000 Bridge Erector Through Tunnel Erection Girder
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Basic Info.

Model NO.
DJ1000 bridge erector through tunnel erection gird
Certification
GS, RoHS, CE, ISO9001
Precast Beam Carrier
Precast Beam Carrier
Beam Launcher
Beam Launcher
Rubber-Tired Beam Carrier
Rubber-Tired Beam Carrier
Wheel Rubber-Tired Beam Carrier
Wheel Rubber-Tired Beam Carrier
Straddle Carrier
Straddle Carrier
Beam Transport Trolley
Beam Transport Trolley
Beam Erector
Beam Erector
Transport Package
Naked
Specification
26*31.5*50 m
Trademark
SAINTWAH
Origin
Beijing
HS Code
842619300
Production Capacity
10000

Product Description

DJ1000 bridge erector through tunnel erection girder
 
 

DJ1000 bridge erector through tunnel erection girder

 

1.Capacity: 1000T-1100T
2.Span: ≤40m
3.Lifting speed: 0-1.0m/min(No load),0-0.5m/min(Load)
4.Traveling speed:0-4.5m/min(No load),0-3.6m/min(Load)
5.Launching speed: 0-3.6m/min
6.Allowable slope: ≤3%(L),≤2%(T)
7.Curve radius: ≥800m
8.Power: 230Kw
9.Working class: A3/M4


DJ1000 box girder bridge erecting machine is used to erect high-speed rail and light rail with a span of 40 meters and below, and the weight is less than 1000 tons box girder construction. It is especially suitable for construction conditions such as bridge and tunnel connection, large slope, small curve and frequent transition, and has the characteristics of convenient transportation and assembly, high automation program

When this bridge erection frame erects reinforced concrete segmental beam, assemble block by block according to the order of beam piece, apply prestress simultaneously, carry out dry joint, wet joint construction after the whole collapse segmental beam block is installed, make it a whole structure, and then carry out span-by-span installation according to the predetermined installation direction, advance step by span, and finally complete the construction of the whole bridge. Adopt this construction method to carry out bridge erection construction, not only ensure the quality of the project, but also solve the impact of the construction on the existing traffic very well, also save the land acquisition cost and the beam transportation cost of the beam making yard, especially suitable for the erection of the beam construction of the large-span bridge across rivers, lakes, railways, highways and urban roads.

The main arm of the bridge erecting machine has two structures: triangular truss and box girder. When the main boom is a triangular truss, the web member and the upper and lower chord are connected by steel pins, and the web members of the same type can be interchangeable and universal, and this innovative design makes the equipment dismantle the large components into small units when dismantling, which is convenient for automobile road transportation or container transportation. When the main boom is a box girder structure, the bridge erecting machine can swing the head and tail into a broken line, which can realize the construction of the segmental beam curve erection beam.

In addition to meeting the domestic bridge erection construction, the LG series segmental bridge erecting machine produced by the company has been exported to Malaysia, Israel, United States, Brunei and other countries.
Product Description:

Shanghai's first new urban railway "Airport Liaison Line" 1 standard girder was completed

On October 12, at the construction site of the first new urban railway "Airport Liaison Line" in Shanghai across the Shanghai-Chongqing Expressway Bridge, the operators of the group company operated a 700-ton bridge erecting machine to steadily land the last 32-meter-long box girder on the bridge pier. So far, the Shanghai Airport Liaison Line 1 has successfully completed the whole line of the girder, sounding the "charge" for the airport liaison line to enter the comprehensive sprint stage.
DJ1000 Bridge Erector Through Tunnel Erection Girder



As Shanghai's first new urban railway, the Airport Link connects Hongqiao and Pudong, with a maximum speed of 160 kilometers per hour.

The 1st section of the airport liaison line undertaken by the group company is the starting section of the Shanghai airport liaison line and one of the only two bridge sections on the whole line, undertaking the erection task of 72-hole simply supported beams with a total of 2,226 meters. Due to the proximity of the beam erection area to the Shanghai-Kunming Railway, many constructions are within the scope of the railway protection area, the maximum erection slope is 27.8‰, and the minimum erection curve radius is 1000 meters.
DJ1000 Bridge Erector Through Tunnel Erection Girder
In order to ensure the safe and smooth achievement of the node goal, since the start of the beam erection work on June 28 this year, the project department has scientifically organized the construction on the basis of implementing the measures for the prevention and control of the new crown pneumonia epidemic, combined with the characteristics of the bridge distribution and the topography along the line, and strengthened the safety control of the blockade construction of the business line erection beam. To ensure the construction progress of the project, the quality of the project continued to lead, and finally completed the girder construction task safely and smoothly in 106 days.

"The project has a large amount of girder engineering, and during the construction process, we continue to summarize and improve, strengthen dynamic adjustment, and successfully complete all the girder construction tasks one month ahead of schedule." Xue Fei, project manager of Shanghai Airport Liaison Line 1 Standard 1 Branch, said that after the completion of the box girder erection work, the project will enter the track and electromechanical installation stage.

After the completion of the project, the travel time between the two comprehensive transportation hubs of Shanghai Hongqiao and Pudong can be controlled within 40 minutes, and it can be transferred to a number of existing and under construction rail transit, which is convenient for citizens and passengers along the line. At the same time, it will further enhance the radiation role of Pudong and Hongqiao comprehensive transportation hubs in the Yangtze River Delta region, serve the Yangtze River Delta urban agglomeration, and provide strong support for improving Shanghai's global city energy level and core competitiveness, and implementing the national strategy of integrated development of the Yangtze River Delta.

 

  PARAMETERS  

No. Item Detail
1 Capacity 1000T-1100T
2

Span

≤40m
3

Lifting speed

0-1.0m/min(No load)

0-0.5m/min(Load)

4

Traveling speed

0-4.5m/min(No load)

0-3.6m/min(Load)

5

Launching speed

0-3.6m/min
6

Allowable slope

≤3%(L),≤2%(T)
7

Curve radius

≥800m
8

Power

230Kw
9

Working class

A3/M4

DJ1000 Bridge Erector Through Tunnel Erection GirderDJ1000 Bridge Erector Through Tunnel Erection GirderDJ1000 Bridge Erector Through Tunnel Erection GirderDJ1000 Bridge Erector Through Tunnel Erection GirderDJ1000 Bridge Erector Through Tunnel Erection GirderDJ1000 Bridge Erector Through Tunnel Erection Girder

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