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:Calculation of beam and column formwork
There are beams and plates in the plate with a secondary beam, the frame beam can not be calculated, in the calculation, the plate and the secondary beam of the amount of work together, are the implementation of beam and plate
Q:How to calculate the length of the beam, beam template area
The two cross KL76, distance of each cross axis of the pillar width is Jingchang (beam by beam, high *2+ Liang Kuan)
Q:More than the number of square cross-section of the beam high formwork
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. Copy paste..
Q:How to support 6m arc beam template how to set up?
After setting out in accordance with graphics support ah. If the curvature is large, it can be approximated by linear segmentation.
Q:What is the meaning of the steel beam overhead on the top of the beam formwork
Because the carpenter is generally the template will be good, so that there is no reinforcement steel reinforcement
Q:How to determine the height of cast in place concrete beam formwork
Span multiplied by 1/1000~3/1000, can not be so precise, the general is probably about two or three cm
Q:How to do irrigation formwork
For plate 120 H-0.05, the -0.05 here is the elevation of the plate is reduced by 5cm. - drop, + raise. Here the drop and elevation are relative floor elevation.
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:I would like to ask the three sides of the template is calculated on the surface of which is the three?
The utility model relates to a three surface template beam (both sides of the beam and the bottom surface of the beam), and the other is a two side formwork beam (two sides of the beam)
Q:Beam column plate template how to calculate the need to deduct what part?
A method is relatively simple and practicalThe calculation formula of the first column is the circumference multiplied by the height of the unit is M2

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