Anti-arch Adjustment 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:What kind of frame beam formwork
- The frame beam (KL) is a beam which is connected with the frame column (KZ), or both ends are connected with the shear wall, but the span height ratio is not less than 5. In the structural design, there is another point of view for the frame beam, that is, the beam that needs to participate in the earthquake resistance. With the rise of high-rise buildings, the pure frame structure is becoming more and more rare, but the shear wall structure of the frame beam is mainly involved in the seismic beam.
- Q:What is the meaning of the steel beam overhead on the top of the beam formwork
- That is, after the formwork is supported, the upper part of the formwork is bound with steel bars (usually on the floor)The reinforcement of the ground beam is the first reinforcement and then the template
- 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,
- The calculation of the net area on both sides of the formwork. Cushion volume should be very good
- 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:Remove the larger span of the beam pillar template why should be removed from the middle to the two ends
- Remove from the ends of beams began to load, is Liang Hezhu nodes under pure shear, a shear deformation from the middle split beam gradually remove support, after the load is gradually increased, the shear in the support under the protection of gradually increasing load, small impact.
- 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:When the height of the beam is small, the beam of the beam is tied up on the top of the beam formwork; when the beam height is large, the steel bar of the beam is bound on the bottom of the beam. What do you mean?
- The wooden wall on both sides of a beam hour after tie beam.A large beam of a closed wall or two edges are not tied on the tie Liang
- 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: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: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.
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Anti-arch Adjustment Box Girder Template Made in China
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