Box Girder Steel 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: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.
Q:How to calculate the length of the beam, beam template area
The two cross KL76, distance of each cross axis of the pillar width is Jingchang (beam by beam, high *2+ Liang Kuan)
Q:Calculation of the area of beam formwork
Wall: exterior wall from the upper surface of the floor to the upper surface of the floor, the inner wall is considered to the upper floor (beam) under the surface, within 0.3 square meters of the area of the hole is not deducted, do not increase the side wall template, the use of large formwork when the hole is not deducted
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: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:How to calculate the beam model
Column according to the circumference of the column by column height, Liang Anliang on both sides of the beam after the end of the beam length, according to the net floor area of the room (excluding wall width or Liang Kuan) calculation.
Q:What are the main composition of the beam template
A> roof formwork support structure B> shear wall structure of formwork C> column formwork support structure
Q:What is a large volume template? How much is the cross section of the beam, belonging to the large volume template?
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.
Q:What kind of frame beam formwork
Frame beam template, single beam, continuous beam template section, beam set beam template in the middle section.
Q:What is the area of the overlap between columns and beams, beams and beams!
The connection between the column and the beam and the place where the beam is connected with the beam does not need to be deducted from the area.

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