Assembly Precision Box Girder Formwork

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BOX GIRDER

Brief Introduction

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.

Features

■ 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.

Assembly Precision Box Girder Formwork

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 a large volume template? How much is the cross section of the beam, belonging to the large volume template?: For the height of more than 8m, the total load is greater than 15kN/m2, or the central line load greater than 20kN/m of the template support system needs to organize expert demonstration".

Q:What is the foundation beam template: The template based beam should be the construction is not based on beam design has been explained, but the quota is a little different, the beam bottom cushion or other basis should be the beam, it should be suspended under the general frame or beam. The difference is that the two side support and the three side support.

Q:First of all, what are the construction of the structure of the template, such as walls, columns, beams and ladders, which is the structure of the first installation of the template after the installation of steel? Ten: On the contrary, the beam plate is the first template, tied after the reinforcement, because the beam plate is flat, the first binding steel, do you want to let the first suspension? That's not going to collapse

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: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:Seeking beam, plate template engineering quantity: Plate template (bottom area): (2.6*3- wall thickness) * (2.4*3- wall thickness) - (2.4*3- wall thickness) *0.2*2 [main beam] - (2.6*3- wall thickness) *0.25*2 [sub beam]

Q:How to put the beam formwork in concrete structure: When the carpenter die down from the ceiling! To determine! But you need to check it regularly! Not everyone does it by the rules!

Q:Should not be on the front and back of the four sides of the template? Why is the width of the beam length multiplied by the beam surface? Isn't that the three face?: Only the surface and the side surface of the template, when pouring the concrete pouring can together from above.

Q:When the height of the beam is small, the beam of the beam is tied up on the top of the beam formwork; when the beam height is large, the steel bar of the beam is bound on the bottom of the beam. What do you mean?: The wooden wall on both sides of a beam hour after tie beam.A large beam of a closed wall or two edges are not tied on the tie Liang

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