• Hig Class Wholely Assembled Box Girder Template System 1
  • Hig Class Wholely Assembled Box Girder Template System 2
Hig Class Wholely Assembled Box Girder Template

Hig Class Wholely Assembled Box Girder Template

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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
The frame beam (KL) is a beam which is connected with the frame column (KZ), or both ends are connected with the shear wall, but the span height ratio is not less than 5. In the structural design, there is another point of view for the frame beam, that is, the beam that needs to participate in the earthquake resistance. With the rise of high-rise buildings, the pure frame structure is becoming more and more rare, but the shear wall structure of the frame beam is mainly involved in the seismic beam.
Q:Why is Changshi beam, but also computing to the side or side column beam?How to deduct the overlap area between beam and plate, column and wall, wall and wall
It is not deducted from the length to beam or column just didn't count on this side overlap, I figure out part of the coil
Q:The calculation formula of the beam column for the construction of the concrete and the use of the template area of the detailed point of the best thank you
Refer to JGJ 162-2008 construction formwork safety technical specifications
Q:I would like to ask the three sides of the template is calculated on the surface of which is the three? Novice do not understand thank you
Generally, there are two kinds of formwork support:Area of contact surface between concrete and formwork
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
According to the calculation of the expansion area, the height of support according to the bottom elevation
Q:The calculation of formwork engineering quantity of ground beam needs to calculate the bottom of beam
The calculation of the formwork quantity of the beam is not needed to calculate the bottom of the beam
Q:Seeking beam, plate template engineering quantity
Main girder template (bottom area +2* side area): (2.4*3- wall thickness) * (0.25+ (0.4-0.12) *2) *2--0.25*0.4*2*4 secondary beam area
Q:How to put the beam formwork in concrete structure
The four sides of the column should be the line, there is a beam of the position of the edge out
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:According to the experience, who knows the construction area and template, plate, column, beam volume, steel, etc.!
Non residential frame structure of each floor area of the content of the square (excluding basement): template development area of about 2.2 to 2.6 square meters,About 0.35 cubic meters of concrete, steel bar about 50 to 60Kg.

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