Anti-arch Adjustment Box Girder Template Made in China

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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:When the height of the beam is large, the reinforcement of the beam is bound on the bottom of the beam
The wooden wall on both sides of a beam hour after tie beam.A large beam of a closed wall or two edges are not tied on the tie Liang
Q:How to calculate the amount of beam formwork
If the border, the template area = (0.6+0.6-0.12+0.3) *10.9=1.38*10.9=15.042 square
Q:What is the formula of beam slab formwork
Si=F*A*B, formula, F coefficient, A, length, B width or height.Such as triangle F=0.5, A for the bottom edge of the length, B is high.
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:Calculate the engineering quantity of the beam template or the engineering quantity of the beam and plate
As long as the board and the board together (usually for the plate in the beam), together with the count; not together with the other
Q:What is the meaning of the steel beam overhead on the top of the beam formwork
That is, after the formwork is supported, the upper part of the formwork is bound with steel bars (usually on the floor)The reinforcement of the ground beam is the first reinforcement and then the template
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:How to control the elevation of the beam bottom and the axis position
Above the control points on the scaffold steel pipe before supporting formwork
Q:A set of 50 m T beam steel template weight
So this set of semi T beam template, the general weight is between more than and 60 tons to seventy tons. A little hope to adopt
Q:How to determine the height of cast in place concrete beam formwork
4.4.6 on the span of not less than 4m of the beam, the plate, the height of the template arch should be the beam, plate span 1/1000~3/1000.

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