• High quality precast concrete bridge beam segmental box girder steel formwork System 1
  • High quality precast concrete bridge beam segmental box girder steel formwork System 2
  • High quality precast concrete bridge beam segmental box girder steel formwork System 3
  • High quality precast concrete bridge beam segmental box girder steel formwork System 4
High quality precast concrete bridge beam segmental box girder steel formwork

High quality precast concrete bridge beam segmental box girder steel formwork

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Loading Port:
China main port
Payment Terms:
TT or LC
Min Order Qty:
1 watt
Supply Capability:
5000 watt/month

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Segmental box girder steel formwork

Product Introduction:

With the rapid development of urban rail transit project, the Segmental box girder steel formwork is widely used in viaduct road.  It have the advantages of noise-reduction good effect, low building height, high space utilization and good appearance.

 

With the progress of technology, construction method changes from cast-in-place to precast hoisting. Use double crane lifting or gantry crane lifting to hoisting the Segmental box girder steel formwork .

High quality precast concrete bridge beam segmental box girder steel formwork

Specification:

Precast U-Beam formwork structure: outer side formwork, inner formwork, bottom formwork, support lead screw, JACK, work platform, Vibrator, crawling ladder, blanking plate etc.

 

Main products covers:

U-shaped beam

Segmental beam

Climb mold

Integrated pipe gallery

Automatic Prefabrication culvert

Shaped pier

T-beam

Alien template

 

Applied formwork Project:

High quality precast concrete bridge beam segmental box girder steel formwork

Our products capacity:

More than 3 state grade certificates
More than 40 patents
More than 10 series main products
More than 10 government and project awards

 

WORKSHOP & EQUIPMENT:

 

 

 

Q: Known length of 50.8 meters, known to be designed for the width of the area of the loss of 1 x 0.25, I have calculated the base cap,. {1.0 * 0.25 + [0.37 + 1 x 0.1 / 2 + 0.47 * 0.1] on the bottom and bottom formula is multiplied by the divided by two. So how to calculate the foundation beam. Formwork and cushion,
The calculation of the net area on both sides of the formwork. Cushion volume should be very good
Q: I only see the span is greater than 4M of the beam arch height is 1/1000~3/1000, if that is 5m, 8m, 12M, 16m and even assuming 20m, the supply is only 1/1000~3/1000????
Span multiplied by 1/1000~3/1000, can not be so precise, the general is probably about two or three cm
Q: What kind of frame beam formwork
Frame beam template, single beam, continuous beam template section, beam set beam template in the middle section.
Q: The bottom of the board 12.24*7.44 why not *2 floor 12.24 of the two of the 7.44 also have the plate side mode *2 is * of the two or both
The board side mode *2 is the circumference of the board (minus column protruding part) multiplied by the thickness of the plate 0.1m.
Q: There are times when the beam is not to deduct the secondary beam on the main part of the beam?
The bottom of the beam is provided with two side edges, and the side edges are counted to the bottom of the plate
Q: The formula for the calculation of beam, concrete and brick
The area of the template (= the height of the side of the beam and the bottom of the beam)The cast-in-place concrete beams (including foundation beam) template, according to three surface width multiplied by the beam length, measured in square meters.
Q: How to support 6m arc beam template how to set up?
If you use a supporting beam of radian template, the bottom surface made of a whole block template (template block with good reinforcement, pouring backwater) after dismantling the entire arc shape template on the line; if the second half of the same radian can do a whole half arc template do the bottom die.
Q: How to calculate the intersection of rectangular column and beam
Plate and beam plate:(1) the calculation of the area of beam and plate according to the area of beam and plate;(2): high beam plate girders according to the amount of height of sheet thickness calculation;(3) a long beam plate girders: beam to column connection, the length of the beam to column side; girder transfer, beam to beam side.(4) the calculation of the area of the plate and column cap without beam(5) the area of the beam connection is not deducted, and the beam head area is not increased
Q: What is the formula of beam slab formwork
Si=F*A*B, formula, F coefficient, A, length, B width or height.Such as triangle F=0.5, A for the bottom edge of the length, B is high.
Q: First of all, what are the construction of the structure of the template, such as walls, columns, beams and ladders, which is the structure of the first installation of the template after the installation of steel? Ten
On the contrary, the beam plate is the first template, tied after the reinforcement, because the beam plate is flat, the first binding steel, do you want to let the first suspension? That's not going to collapse

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