• Wholely Assembled Box Girder Formwork System 1
  • Wholely Assembled Box Girder Formwork System 2
  • Wholely Assembled Box Girder Formwork System 3
Wholely Assembled Box Girder Formwork

Wholely Assembled Box Girder Formwork

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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.

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: 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: 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".
Q: According to the experience, who knows the construction area and template, plate, column, beam volume, steel, etc.!
Shear wall structure (such as small high-rise, high-rise) per square meter area of the content of the building: the template to expand the area of about 3.3 to 3.6 square meters,About 0.5 cubic meters of concrete, steel bar about 60 to 75Kg.
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: 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: 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
Calculation of the contact area between the template and concrete, there is no formula, there can be no formula
Q: How to calculate the intersection of rectangular column and beam
Plate and beam plate:(1) the calculation of the area of beam and plate according to the area of beam and plate;(2): high beam plate girders according to the amount of height of sheet thickness calculation;(3) a long beam plate girders: beam to column connection, the length of the beam to column side; girder transfer, beam to beam side.(4) the calculation of the area of the plate and column cap without beam(5) the area of the beam connection is not deducted, and the beam head area is not increased
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: 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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