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.
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.
- 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
- Generally, there are two kinds of formwork support:Area of contact surface between concrete and formwork
- 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:Which part of the middle beam and side beam in the T beam template? Thank you
- So there are [side span beam], [cross the middle beam], [medium span beam], [across the edge beam] four kinds of distinction. The amount of concrete, steel is a little different
- 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 do irrigation formwork
- For plate 120 H-0.05, the -0.05 here is the elevation of the plate is reduced by 5cm. - drop, + raise. Here the drop and elevation are relative floor elevation.
- Q:I only see the span is greater than 4M of the beam arch height is 1/1000~3/1000, if that is 5m, 8m, 12M, 16m and even assuming 20m, the supply is only 1/1000~3/1000????
- 1, in order to prevent the concrete weight and construction load to other beam and plate template pendulous; if there is no design provisions, the arch height is the length of the cross beam and plate 1/1000~3/1000; (general wood template for 1.5/1000~3/1000; steel template for 1.5/1000~2/1000.)
- Q:The formwork support is a beam template which is connected with both sides of the vertical rod and the force at the bottom of the beam and the force of the vertical wire rod which is arranged below the transverse beam at the bottom of the beam
- Calculation of anti slide of fasteners? the sliding bearing capacity of the fastener is calculated in accordance with the following formula (5.2.5):R = Rc
- Q:There are times when the beam is not to deduct the secondary beam on the main part of the beam?
- The bottom of the beam is provided with two side edges, and the side edges are counted to the bottom of the plate
- Q:Beam plate template is composed of the bottom template and what
- The template will be installed to expand into one piece, each piece of the area is Si=F*A*B, the formula, F coefficient
- Q:Calculate the beam template when you want to reduce the thickness of the plate
- Now the general calculation of the template area is to contact the concrete surface is positive, of course, the thickness of the template to be deducted.
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Wholely Assembled Box Girder Template Made in China
- Ref Price:
-
- Loading Port:
- Tianjin
- Payment Terms:
- TT OR LC
- Min Order Qty:
- -
- Supply Capability:
- -
OKorder Service Pledge
OKorder Financial Service
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