• Anti-arch Adjustment Box Girder Formwork System 1
  • Anti-arch Adjustment Box Girder Formwork System 2
  • Anti-arch Adjustment Box Girder Formwork System 3
Anti-arch Adjustment Box Girder Formwork

Anti-arch Adjustment 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:What is the demolition order of the construction template
Template removal sequence:General is the first non load bearing template, but bearing template; the first side plate, the back plate. Follow the line after the demolition, the demolition of non weight-bearing parts, the demolition of the load-bearing parts and the principle of top-down,
Q:What kind of frame beam formwork
Application of cast in situ concrete formwork beam single beam, continuous beam combination of steel formwork support! But don't forget, scaffolding, templates, and membranes. Specific look at your project and your province of the quota
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
No formula, the calculation of the volume of concrete, the calculation of the area of the template, this is no formula can be applied, as long as the understanding of the drawings is slowly
Q:What is a large volume template? How much is the cross section of the beam, belonging to the large volume template?
The above construction total load of more than 10kN/m2, or concentrated line load greater than 15kN/m template support system that belongs to the template, if you do not consider other loads, considering the single weight, according to concrete 25000KG/m3 calculation, then the beam section area of 0.4m2 belongs to the template, such as 400*1000, 300*1350, 500*800 etc.. Central line loads can be calculated in similar ways.
Q:Known length of 50.8 meters, known to be designed for the width of the area of the loss of 1 x 0.25, I have calculated the base cap,. {1.0 * 0.25 + [0.37 + 1 x 0.1 / 2 + 0.47 * 0.1] on the bottom and bottom formula is multiplied by the divided by two. So how to calculate the foundation beam. Formwork and cushion,
Calculation of foundation beam! When the cap is to be deducted beam
Q:Which part of the middle beam and side beam in the T beam template? Thank you
The use of T beam highway bridge generally 5 pieces of beam for the span of 1, which is the outermost of the two to become [edge beam]
Q:How to do irrigation formwork
Pro, beam section is marked on the drawings, the beam is 200*500.
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:Beam column plate template how to calculate the need to deduct what part?
Plate under the formwork and then if there is a beam under the board, then the beam and the plate side of the area to cut off the sideDo not understand the words can continue to ask
Q:10-3 degrees of weather, cast in situ floor and girder formwork can be demolished a few days? 25 days enough? There's a wall on the beam.
For the concrete structure engineering, the concrete strength can reach the design of the concrete cube compressive strength of the standard value of a certain amount, before the template can be removed the standard value.

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