Box Girder Steel Formwork
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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????
- Span multiplied by 1/1000~3/1000, can not be so precise, the general is probably about two or three cm
- Q: Why is Changshi beam, but also computing to the side or side column beam?How to deduct the overlap area between beam and plate, column and wall, wall and wall
- The connection between the column and the beam and the place where the beam is connected with the beam does not need to be deducted from the area.
- Q: What kind of frame beam formwork
- Application of cast in situ concrete formwork beam single beam, continuous beam combination of steel formwork support! But don't forget, scaffolding, templates, and membranes. Specific look at your project and your province of the quota
- Q: What is the wire mesh in front of the foundation beam
- Beams are reinforced, how to put into the template? How can we ensure that the concrete does not flow out? Wire netting is the best way
- Q: What is the meaning of the steel beam overhead on the top of the beam formwork
- So in the form of the frame up binding, binding with a crane to lift the steel beam, the following overhead with the wood out of the beam of steel on the template
- Q: According to the experience, who knows the construction area and template, plate, column, beam volume, steel, etc.!
- Non residential frame structure of each floor area of the content of the square (excluding basement): template development area of about 2.2 to 2.6 square meters,About 0.35 cubic meters of concrete, steel bar about 50 to 60Kg.
- 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: When the main beam and secondary beam connection, calculate the area of the template is good, there is no simple method
- It would take the high beam length reduced thickness, and by 2, the last plus beam bottom
- Q: Beam column plate template how to calculate the need to deduct what part?
- Plate under the formwork and then if there is a beam under the board, then the beam and the plate side of the area to cut off the sideDo not understand the words can continue to ask
- 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)
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Box Girder Steel Formwork
- 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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