Hydraulic Box Girder Formwork

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Tianjin
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Features:

①The formwork travels through main girder supported by inner form, and adopts double-line hydraulic lifting system to achieve high precision, compact structure, whole contraction and easy demoulding.

②Easy operation, integrally lifting and dragging inner form into formwork, can achieve whole demoulding after concrete pouring without any manual dismantling, greatly reduces labor intensity and improves working efficiency.

③Until the end of 2013, nearly 2,000 sets of box girder formwork we manufactured are used in over 50 domestic high-speed railway, highway, intercity railway and subway construction.


Domestic Sales Chart of Box Girder Formwork:



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Q:When the main beam and secondary beam connection, calculate the area of the template is good, there is no simple method
The landlord is complicated. When the beam is calculated, the main girder is calculated, and the axis is the length of the axis
Q:nan
Above the control points on the scaffold steel pipe before supporting formwork
Q:nan
The two cross KL76, distance of each cross axis of the pillar width is Jingchang (beam by beam, high *2+ Liang Kuan)
Q:nan
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:Is there a beam plate template that is used to calculate the engineering quantity of the beam formwork or the engineering quantity of the beam and the plate? Urgent thank you
There is a beam slab template engineering quantity = beam template + plate template; beam template and plate template are calculated according to the beam plate
Q:I would like to ask the three sides of the template is calculated on the surface of which is the three? Novice do not understand thank you
The utility model relates to a three surface template beam (both sides of the beam and the bottom surface of the beam), and the other is a two side formwork beam (two sides of the beam)
Q:nan
Shear wall structure (such as small high-rise, high-rise) per square meter area of the content of the building: the template to expand the area of about 3.3 to 3.6 square meters,About 0.5 cubic meters of concrete, steel bar about 60 to 75Kg.
Q:nan
The bottom die and the two side die, the height of the side plate with the height of the plate thickness
Q:nan
The area of the template (= the height of the side of the beam and the bottom of the beam)The cast-in-place concrete beams (including foundation beam) template, according to three surface width multiplied by the beam length, measured in square meters.
Q:nan
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.

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