Assembly Precision Box Girder Steel Template

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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
Tell you a definition, you will understand
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:How to calculate the length of the beam, beam template area
This is the case: (7800-600) * (800*2+400) forgot, 800 also minus plate thickness
Q:What are the middle and side beams in the T beam template?
Sandwiched in the middle for the [beam] and close to the abutment of a span [edge] the rest of the [medium]
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:Beam template and foundation beam template to separate sets of fixed?
SureBeam template, template, template based beam section is different
Q:Rules for calculation of formwork with beam slab
The board side mode *2 is the circumference of the board (minus column protruding part) multiplied by the thickness of the plate 0.1m.
Q:When the height of the beam is large, the reinforcement of the beam is bound on the bottom of the beam
When the beam height is small, the steel bar of the beam is tied on the top of the beam template, which means that the steel bar of the beam is lighter than the whole, and the steel bar is integrally arranged in the template after the aerial binding;
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: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

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