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 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????
- 4.4.6 on the span of not less than 4m of the beam, the plate, the height of the template arch should be the beam, plate span 1/1000~3/1000.
- 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: Calculate the beam template when you want to reduce the thickness of the plate
- Now the general calculation of the template area is the concrete contact surface is positive, the template thickness to be deducted.
- Q: There are times when the beam is not to deduct the secondary beam on the main part of the beam?
- The general situation is calculated according to the contact area between the concrete and the template
- 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: Seeking beam, plate template engineering quantity
- The second beam template (bottom area +2* side area): (2.6*3- wall thickness) * (0.2+ (0.4-0.12) *2) *2-0.2*0.25*4 [the main beam and the secondary beam transfer area] -0.2*0.4*2*4 [the main beam and secondary beam transfer area]
- 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: A set of 50 m T beam steel template weight
- So as to complete the precast beam and slab
- Q: When there is a beam plate template, the beam can not be added to the template?
- Beam template and foundation beam template to separate sets of fixed!
- Q: How to calculate the intersection of rectangular column and beam
- Plate and beam plate:(1) the calculation of the area of beam and plate according to the area of beam and plate;(2): high beam plate girders according to the amount of height of sheet thickness calculation;(3) a long beam plate girders: beam to column connection, the length of the beam to column side; girder transfer, beam to beam side.(4) the calculation of the area of the plate and column cap without beam(5) the area of the beam connection is not deducted, and the beam head area is not increased
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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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