• Box Girder Formwork with Beautiful and Smooth Appearance System 1
  • Box Girder Formwork with Beautiful and Smooth Appearance System 2
Box Girder Formwork with Beautiful and Smooth Appearance

Box Girder Formwork with Beautiful and Smooth Appearance

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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:Calculate the beam template when you want to reduce the thickness of the plate
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:How to support 6m arc beam template how to set up?
6m beam if the horizontal direction of the arc beam, when the template is located at the end of the mold and the side of the mold is a patchwork way to support the mold, the arc is not small 500mm or 1000mm together, if the arc is large 300mm or 200mm together
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:More than the number of square cross-section of the beam high formwork
According to the "dangerous method" sub project safety management of the construction quality of [2009]87, the height of more than 5m, the total construction loads greater than 10kN/m2, or the template support system concentrated line load greater than 15kN/m to prepare special construction scheme
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.
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:The section size of the beam is 200 x 400 the size of the board is 4500 x 4000 plate thickness of the formula for 120 - a rookie
The side plate of the plate is the circumference of the plate (minus the protruding part of the column) multiplied by the thickness of the plate 0.1m.Beam slab:Plate beam T beam box girder is divided into cast in place PC box girder and steel box girderBeam type structural member composed of steel plates. The basic section is I-shaped, upper and lower transverse wing plate is vertical plate, the middle name web. Some plates are welded with reinforcing ribs. According to the combination method, it can be divided into welding plate beam, high strength bolt plate beam and dissimilar steel plate beam. Reinforced concrete slab beam.
Q:What is the wire mesh in front of the foundation beam
You put the template, then take the template is not particularly troublesome? Wood will give you to slowly dismantle?
Q:A set of 50 m T beam steel template weight
Fifty m T beam steel formwork, a complete set of general must contain a set of side beams in the beam half
Q:For example, the 0.14 long girder thick 400x600 26 how to calculate the amount of engineering template
According to the calculation of the expansion area, the height of support according to the bottom elevation

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