• Highly Efficient &Easy Installation Wholely Assembled Box Girder Formwork System 1
  • Highly Efficient &Easy Installation Wholely Assembled Box Girder Formwork System 2
Highly Efficient &Easy Installation Wholely Assembled Box Girder Formwork

Highly Efficient &Easy Installation Wholely Assembled Box Girder Formwork

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Loading Port:
Qingdao
Payment Terms:
TT OR LC
Min Order Qty:
50 m²
Supply Capability:
1000 m²/month

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Wholely Assembled Box Girder

 

Brief Introduction

External formwork of 32/24 meters post-tensioning concrete pre-faricated box girder is divided into sliding mode and
rolling mode; the side form of the first mode can move from one bottom form to the other one which increases the
utilization rate, and decrease the investment for the formwork during construction; the side form of the second mode
is relatively fixed according to the bottom form, and could be dismantled by revolving, which improve the efficiency
of formwork closure.The side formwork unit is mainly 6 meters, the design of the sructure is compact
and reasonable with beautiful and smooth appearance. 

 

 

Features

■  All the edges of ecternal formwork panels for the box girder have been milled, which ensure 

the assembly precision to avoid the leakage of the concrete

■  The bottom formwork unit is 3 meters to facilitate the installation and anti-arch adjustment

■  The bulkhead is designed to envelop the sideform,which can be wholely assembled, making the removal, installation and adjustment much easier.

 

Q: What kind of frame beam formwork
Application of cast in situ concrete formwork beam single beam, continuous beam combination of steel formwork support! But don't forget, scaffolding, templates, and membranes. Specific look at your project and your province of the quota
Q: How to calculate the amount of beam template? FiveKL2: cross section size of 0.3*0.6, thickness of the 0.12 beams, 10.9 JingchangAsk: how to calculate the amount of formwork works? How to calculate the height of support?Calculation formula
If the border, the template area = (0.6+0.6-0.12+0.3) *10.9=1.38*10.9=15.042 square
Q: When the height of the beam is small, the beam of the beam is tied up on the top of the beam formwork; when the beam height is large, the steel bar of the beam is bound on the bottom of the beam. What do you mean?
When the beam height is small, the steel bar of the beam is tied on the top of the beam template, which means that the steel bar of the beam is lighter than the whole, and the steel bar is integrally arranged in the template after the aerial binding;
Q: The area of the beam template = (both sides of the high and low beam) * beam lengthWhat do you mean by the two words in the brackets?
Beam: beam length multiplied by the end of the beam and 2 times the length of both sides, the beam length to the side of the column, the wall side, the second beam to the main beam side, the outer part of the calculation of the center line, according to the calculation of the internal part of the net long linePlate: the column, beam, 0.3 square meters outside the hole area
Q: There are times when the beam is not to deduct the secondary beam on the main part of the beam?
The general situation is calculated according to the contact area between the concrete and the template
Q: Seeking beam, plate template engineering quantity
Plate template (bottom area): (2.6*3- wall thickness) * (2.4*3- wall thickness) - (2.4*3- wall thickness) *0.2*2 [main beam] - (2.6*3- wall thickness) *0.25*2 [sub beam]
Q: How to support 6m arc beam template how to set up?
After setting out in accordance with graphics support ah. If the curvature is large, it can be approximated by linear segmentation.
Q: For example, the 0.14 long girder thick 400x600 26 how to calculate the amount of engineering template
Column according to the circumference of the column by column height, Liang Anliang on both sides of the beam after the end of the beam length, according to the net floor area of the room (excluding wall width or Liang Kuan) calculation.
Q: What are the main composition of the beam template
A> roof formwork support structure B> shear wall structure of formwork C> column formwork support structure
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
Who told you that?. Shear wall, column is the first binding steel, and then close the template, if the two sides of the shear wall formwork and the death of the death of the column template, but also how to bind and connect steel

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