Wholely Assembled 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.

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Q:Beam plate template is composed of the bottom template and what
Rectangle, F=1, A is the length of the bottom edge, B is high..... So, S1S2, S3,..., one by one. The sum of the above Si is the total area. The amount of template engineering is required
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 large, the beam of the steel beam in the bottom of the bundle, which means that the beam of the overall weight of steel, in the Liang Dimo binding, and then seal the side template, and then pouring concrete
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:The main floor beam template installation should pay attention to what?
2) install the side formwork of the beam and drill the side of the side of the side of the pull screw hole after the additional diagonal reinforcement.3 check the beam center line, elevation, section size, adjacent beam column template connection is fixed.4) after the beam and plate steel reinforcement is finished, the 1/2 pairs of the beam height are put on the pull screw, and the outer part of the pull screw is coated with a hard PVC casing, and the screw spacing is 1000mm.
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: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 are the building structure of the template
Who told you that?. Shear wall, column is the first binding steel, and then close the template, if the two sides of the shear wall formwork and the death of the death of the column template, but also how to bind and connect steel
Q:How to calculate the beam section size is 200 x 400
The side plate of the plate is the circumference of the plate (minus the protruding part of the column) multiplied by the thickness of the plate 0.1m.Beam slab:Plate beam T beam box girder is divided into cast in place PC box girder and steel box girderBeam type structural member composed of steel plates. The basic section is I-shaped, upper and lower transverse wing plate is vertical plate, the middle name web. Some plates are welded with reinforcing ribs. According to the combination method, it can be divided into welding plate beam, high strength bolt plate beam and dissimilar steel plate beam. Reinforced concrete slab beam.
Q:Beam template and foundation beam template to separate sets of fixed?
Beam template and foundation beam template to separate sets of fixed!
Q:Calculation of the area of beam formwork
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

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