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:How to control the elevation of the beam bottom and the axis position
- The axis is controlled by hanging the ball down to the lower floor axis and the axis control line.
- Q:The bottom of the board 12.24*7.44 why not *2 floor 12.24 of the two of the 7.44 also have the plate side mode *2 is * of the two or both
- The beam of the template is to calculate the beam height (minus the plate thickness of the part) * net long *2 surface. The bottom die has been calculated in the bottom plate.Louzhu certainly not familiar with the construction site, as long as the scene to see how the template is placed.
- 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: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: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: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: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 bottom surface of the beam and the two sides of the board, the above is not to shop template, or how the concrete pouring.The general site is the beam and plate template shop together, the top of the beam and the top elevation of the same plate,
- Q:When there is a beam plate template, the beam can not be added to the template?
- SureBeam template, template, template based beam section is different
- 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:Beam plate template is composed of the bottom template and what
- A, length, B width or height. Such as triangle F=0.5, A for the bottom edge of the length, B is high
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Box Girder Steel Formwork
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