Box Girder Steel Template

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BOX GIRDER

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.

■  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.

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Q:Rules for calculation of plate and beam formwork
Floor 12.24*7.44 is the bottom of the entire plate (including the bottom of the beam), and then subtract the column area. Board only need to calculate the bottom and side die on the line, do not use *2.
Q:How to determine the height of cast in place concrete beam formwork
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:The calculation of formwork engineering quantity of ground beam needs to calculate the bottom of beam
The ground beam (patand) agreement is commonly known as the foundation beam, which has the characteristics of closed, and the structure of the column into a seismic system,
Q:How to do the foundation beam template
The main construction method by a formwork one-time-concreting organization construction, wall, column and beam plates without construction joints, each layer of wall, column, beam plate model, a branch of Qi, while pouring concrete.
Q:How to calculate the beam model
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:Beam plate with a few face template
The beam of the beam plate is made up of 3 face plates, a bottom die and two side moulds
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:How to calculate the intersection of rectangular column and beam
Beam:(1): the length of beam to column connection, the length of the beam to column side; girder transfer, beam to beam side. The beam length at the door (window) wide hole net length calculation. According to the center line, wall beam wall is calculated according to the net line.(2) the area of the beam connecting part is not deducted, and the area of the beam head is not increased(3) the area of the beam pad is incorporated into the beam
Q:How to calculate the amount of beam formwork
If the border, the template area = (0.6+0.6-0.12+0.3) *10.9=1.38*10.9=15.042 square
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".

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