High quality precast concrete bridge beam segmental box girder steel formwork

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China main port
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Min Order Qty:
1 watt
Supply Capability:
5000 watt/month

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Product Description:

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:

 

 

 

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Q:What are the building structure of the template
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
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 control the elevation of the beam bottom and the axis position
The design of the middle arch ratio is higher than the span of the span of 1--2 thousandths of 2. A template, according to the control point set square.
Q:When the height of the beam is large, the reinforcement of the beam is bound on the bottom of the beam
When the beam height is large, the beam of the steel beam in the bottom of the bundle, which means that the beam of the overall weight of steel, in the Liang Dimo binding, and then seal the side template, and then pouring concrete
Q:How to calculate the length of the beam, beam template area
This is the case: (7800-600) * (800*2+400) forgot, 800 also minus plate thickness
Q:How to put the beam formwork in concrete structure
When the carpenter die down from the ceiling! To determine! But you need to check it regularly! Not everyone does it by the rules!
Q:Beam column plate template how to calculate the need to deduct what part?
The second is to calculate the template of the beam to calculate the template of the beam with the section length multiplied by the length of the unit is M2Finally the board notice when calculate the template template amount is peripheral template must take and post together part to deduct the intersection with beam part to be deducted
Q:Beam plate with a few face template
There are beams and plates, the 3 words behind the content should be said board...
Q:What is a large volume template? How much is the cross section of the beam, belonging to the large volume template?
For the height of more than 8m, the total load is greater than 15kN/m2, or the central line load greater than 20kN/m of the template support system needs to organize expert demonstration".
Q:Remove the larger span of the beam pillar template why should be removed from the middle to the two ends
The maximum bending moment in the middle of the beam is removed from the middle of the support, the stress is concentrated on the two supporting end, and the final force form is the same as the reinforcement of the beam, and the bending and the excessive shear force are not generated

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