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:nan
Now the general calculation of the template area is to contact the concrete surface is positive, of course, the thickness of the template to be deducted.
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????
1, in order to prevent the concrete weight and construction load to other beam and plate template pendulous; if there is no design provisions, the arch height is the length of the cross beam and plate 1/1000~3/1000; (general wood template for 1.5/1000~3/1000; steel template for 1.5/1000~2/1000.)
Q:When the main beam and secondary beam connection, calculate the area of the template is good, there is no simple method
From the main beam to break, that is, the secondary beam axis to the axis of the long axis of the main axis of the beam to reduce the length of the beam width
Q:nan
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:nan
A, length, B width or height. Such as triangle F=0.5, A for the bottom edge of the length, B is high
Q:Should not be on the front and back of the four sides of the template? Why is the width of the beam length multiplied by the beam surface? Isn't that the three face?
Only the bottom surface of the beam and the two sides of the board, the above is not to shop template, or how the concrete pouring.The general site is the beam and plate template shop together, the top of the beam and the top elevation of the same plate,
Q:nan
So in the form of the frame up binding, binding with a crane to lift the steel beam, the following overhead with the wood out of the beam of steel on the template
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:nan
2) install the side formwork of the beam and drill the side of the side of the side of the pull screw hole after the additional diagonal reinforcement.3 check the beam center line, elevation, section size, adjacent beam column template connection is fixed.4) after the beam and plate steel reinforcement is finished, the 1/2 pairs of the beam height are put on the pull screw, and the outer part of the pull screw is coated with a hard PVC casing, and the screw spacing is 1000mm.
Q:When there is a beam plate template, the beam can not be added to the template?
SureBeam template, template, template based beam section is different

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