• Hig Efficient  Wholely Assembled Box Girder Template in China System 1
  • Hig Efficient  Wholely Assembled Box Girder Template in China System 2
Hig Efficient  Wholely Assembled Box Girder Template in China

Hig Efficient Wholely Assembled Box Girder Template in China

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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: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
The connection between the column and the beam and the place where the beam is connected with the beam does not need to be deducted from the area.
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 it is in the middle, the template area = (0.6-0.12) *2+0.3] squareThe height of support is calculated according to the height of beam bottom
Q:How to calculate the length of the beam, beam template area
The two cross KL76, distance of each cross axis of the pillar width is Jingchang (beam by beam, high *2+ Liang Kuan)
Q:A set of 50 m T beam steel template weight
So this set of semi T beam template, the general weight is between more than and 60 tons to seventy tons. A little hope to adopt
Q:What is the foundation beam template
The foundation beam without the beam side template of this code, the foundation beam is not calculated at the bottom of the template, select the basis of the beam on the beam directly to the template area.
Q:How to do irrigation formwork
For plate 120 H-0.05, the -0.05 here is the elevation of the plate is reduced by 5cm. - drop, + raise. Here the drop and elevation are relative floor elevation.
Q:When there is a beam plate template, the beam can not be added to the template?
Beam template and foundation beam template to separate sets of fixed!
Q:When the main beam and secondary beam connection, calculate the area of the template is good, there is no simple method
The landlord is complicated. When the beam is calculated, the main girder is calculated, and the axis is the length of the axis
Q:What is the formula of beam slab formwork
Rectangle, F=1, A is the length of the bottom edge, B is high.....So, S1S2, S3,..., one by one.The sum of the above Si is the total area. The amount of template engineering is required.
Q:According to the experience, who knows the construction area and template, plate, column, beam volume, steel, etc.!
Multi storey residential building structure of each floor area of square meters of content: the template to expand the area of about 2.4 to 2.9 square meters, concrete about 0.42 LiAbout 55 meters, reinforced to 65Kg.Basement floor area per square metre of content: the template to expand the area of about 2.4 to 3 square meters, concrete about 0.8 to 1.1 cubic meters,Steel bar about 125 to 170Kg.

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