• Anti-arch Adjustment Box Girder Template Made in China System 1
  • Anti-arch Adjustment Box Girder Template Made in China System 2
  • Anti-arch Adjustment Box Girder Template Made in China System 3
Anti-arch Adjustment Box Girder Template Made in China

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.

Q: How to calculate the length of the beam, beam template area
Is the template area, there are two times in each cross beam, then the results of the calculation of the sub beam cross-sectional area (a few minus a few) is the
Q: The calculation of formwork engineering quantity of ground beam needs to calculate the bottom of beam
The calculation of the formwork quantity of the beam is not needed to calculate the bottom of the beam
Q: Beam plate template is composed of the bottom template and what
The template will be installed to expand into one piece, each piece of the area is Si=F*A*B, the formula, F coefficient
Q: The area of the beam template = (both sides of the high and low beam) * beam lengthWhat do you mean by the two words in the brackets?
Beam: beam length multiplied by the end of the beam and 2 times the length of both sides, the beam length to the side of the column, the wall side, the second beam to the main beam side, the outer part of the calculation of the center line, according to the calculation of the internal part of the net long linePlate: the column, beam, 0.3 square meters outside the hole area
Q: There are times when the beam is not to deduct the secondary beam on the main part of the beam?
The general situation is calculated according to the contact area between the concrete and the template
Q: The formula for the calculation of beam, concrete and brick
(1) single beam, the support of the template is not deducted, the end of the template does not increase. Beam length(2) when the beam and beam intersect, the area of the main girder is not deducted.(3) beam, plate connection, beam wall template to plate ping.
Q: Seeking beam, plate template engineering quantity
Main girder template (bottom area +2* side area): (2.4*3- wall thickness) * (0.25+ (0.4-0.12) *2) *2--0.25*0.4*2*4 secondary beam area
Q: Beam plate with a few face template
The bottom die and the two side die, the height of the side plate with the height of the plate thickness
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: I would like to ask the template support system Liang Xiaoliang Ban Xiaoliang refers to what
High formwork concrete beams are usually large in size, gravity load, plan people sometimes use 50 x 100 (width * height) wood brace, called Liang Xiaoliang, a thin concrete slab gravity load is less, with 30 * 80 mu Fang, challenge the small beam. According to the different rib beam floor plan, good people, they try to use the same specifications of the wooden architrave, there is no Liang Xiaoliang, small plate beam, just calculate book Liang Xiaoliang, trabecular plate.

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