Anti-arch Adjustment Box Girder 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: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.
- Q:Known length of 50.8 meters, known to be designed for the width of the area of the loss of 1 x 0.25, I have calculated the base cap,. {1.0 * 0.25 + [0.37 + 1 x 0.1 / 2 + 0.47 * 0.1] on the bottom and bottom formula is multiplied by the divided by two. So how to calculate the foundation beam. Formwork and cushion,
- Calculation of foundation beam! When the cap is to be deducted beam
- Q:How to do the foundation beam template
- Construction sequence: the structure of the column to tie the tendons to the skin of the number of poles to wall masonry before the first floor on the ground has been played by the large axis of the wall body axis and the line. The surface of the base should be clean and wet. When you start the masonry, the brick should be placed and the seam width should be discharged. In the walls before the first vertical skin pole pole, skin should be marked with each skin brick and mortar joint thickness, lintel ring, position, number of rod should be set up in the skin of the building end corner, wall aspect junction and interior wall. Masonry should be up and down the wrong seam, inside and outside the lap, gray seam straight full, the level of gray seam thickness and vertical ash seam width should be controlled at around 1-1.1cm
- Q:The formula for the calculation of beam, concrete and brick
- 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:Which part of the middle beam and side beam in the T beam template? Thank you
- Sandwiched in the middle for the [beam] and close to the abutment of a span [edge] the rest of the [medium]
- Q:The calculation formula of the beam column for the construction of the concrete and the use of the template area of the detailed point of the best thank you
- Calculation of the contact area between the template and concrete, there is no formula, there can be no formula
- Q:For example, a beam 200*400, length 5000Plate thickness 1005000*5000The area of the template is1, (0.2+0.3*2) *5+5*52, 0.3*2*5+5*5Which is right
- Floor 12.24*7.44 is the bottom of the entire plate (including the bottom of the beam), and then subtract the column area. Board only need to calculate the bottom and side die on the line, do not use *2.
- Q:What are the main composition of the beam template
- D> suspended beam formwork support composite structure A> roof formwork support composite structure consists of main beam (main dragon's back), auxiliary beam (vice dragon), support rod, cross bar composed of B> shear wall formwork supporting structure.
- Q:What is the foundation beam template
- I was in the study of this problem, it should be the construction is not based on beam design has been explained, but the quota is a little different, the beam bottom cushion or other basis should be the beam, it should be suspended under the general frame or beam. The difference is that the two side support and the three side support. Usually the explanation is still looking for evidence.
- Q:A set of 50 m T beam steel template weight
- So as to complete the precast beam and slab
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Anti-arch Adjustment Box Girder 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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