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.

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Q:The calculation formula of the beam column
Calculation of the contact area between the template and concrete, there is no formula, there can be no formula
Q:How to calculate the foundation beam, template, and cushion.
. Calculate the volume of the cushion should be very good, where the beam on the cushion ah, as to how the layout drawings will be.
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:The template is the beam at the bottom of the connection between the two sides of the rod or the bottom of the beam
Calculation of anti slide of fasteners• the sliding bearing capacity of the fastener is calculated in accordance with the following formula (5.2.5):R = Rc
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 calculate the beam model
Calculating the area of template according to the contact surface
Q:Beam plate with a few face template
There are beams and plates, the 3 words behind the content should be said board...
Q:When the main beam is connected with the secondary beam, the area of the template is calculated
It would take the high beam length reduced thickness, and by 2, the last plus beam bottom
Q:What are the main composition of the beam template
D> suspended beam formwork support composite structure A> roof formwork support composite structure consists of main beam (main dragon's back), auxiliary beam (vice dragon), support rod, cross bar composed of B> shear wall formwork supporting structure.
Q:What is the area of the overlap between columns and beams, beams and beams!
Cross beam and beam cross section is not a template overlap

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