Wholely Assembled 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:In the end is how to calculate the area? Do you want to deduct the board
The general situation is calculated according to the contact area between the concrete and the template
Q:According to the experience, who knows the construction area and template, plate, column, beam volume, steel, etc.!
Non residential frame structure of each floor area of the content of the square (excluding basement): template development area of about 2.2 to 2.6 square meters,About 0.35 cubic meters of concrete, steel bar about 50 to 60Kg.
Q:How to calculate the foundation beam, template, and cushion.
The calculation of the net area on both sides of the formwork. Cushion volume should be very good
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:Beam plate with a few face template
The beam of the beam plate is made up of 3 face plates, a bottom die and two side moulds
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:What are the building structure of the template
The template of the beam can be completed in two or once. The two is complete, first beam bottom mould, then binding steel beam and plate, and side template; a beam bottom and side is template template and template to support end, then lashing steel beam on the template, binding after the beam falls on the beam within the template, and then tie plate reinforced.
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: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:Calculation of the area of beam formwork
Calculation of contact area between concrete and formworkPillar: circumference multiplied by the column height, from the pile or board surface of a first floor surface, non beam plate count to the bottom of the column cap

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