Assembly Precision Box Girder Steel Template

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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:How to calculate the beam model
Calculating the area of template according to the contact surface
Q:What is the foundation beam template
The foundation beam without the beam side template of this code, the foundation beam is not calculated at the bottom of the template, select the basis of the beam on the beam directly to the template area.
Q:Beam column plate template how to calculate the need to deduct what part?
The second is to calculate the template of the beam to calculate the template of the beam with the section length multiplied by the length of the unit is M2Finally the board notice when calculate the template template amount is peripheral template must take and post together part to deduct the intersection with beam part to be deducted
Q:What is the formula of beam slab formwork
The template to be installed to expand into one piece, each piece of the area is
Q:Seeking beam, plate template engineering quantity
The second beam template (bottom area +2* side area): (2.6*3- wall thickness) * (0.2+ (0.4-0.12) *2) *2-0.2*0.25*4 [the main beam and the secondary beam transfer area] -0.2*0.4*2*4 [the main beam and secondary beam transfer area]
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:What is the demolition order of the construction template
1 demolition vertical face template, should be carried out from top to bottom; demolition of the larger span of the beam pillar, should start from the middle, respectively, to the two ends.2 demolition of beams and floor bottom mold, should loosen the wedge or lower bracket, then by block or patch removal
Q:How to calculate the intersection of rectangular column and beam
Column high: beam slab column column should be high since the surface (or floor surface) first height calculation between the surface layer of the floor slab; column height should be from column surface (or floor surface) to calculate the height of column cap between the lower surface of the frame column should be high; the height calculated from the upper surface to the top of the column base; structural column height should be at the bottom of the column to column (from beam bottom) height calculation;
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:Beam template and foundation beam template to separate sets of fixed?
Beam template and foundation beam template to separate sets of fixed!

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