Revolving Dismantled 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: 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: What is the foundation beam template
- The foundation beam without the beam side template of this code, the foundation beam is not calculated at the bottom of the template, select the basis of the beam on the beam directly to the template area.
- Q: According to the experience, who knows the construction area and template, plate, column, beam volume, steel, etc.!
- Multi storey residential building structure of each floor area of square meters of content: the template to expand the area of about 2.4 to 2.9 square meters, concrete about 0.42 LiAbout 55 meters, reinforced to 65Kg.Basement floor area per square metre of content: the template to expand the area of about 2.4 to 3 square meters, concrete about 0.8 to 1.1 cubic meters,Steel bar about 125 to 170Kg.
- Q: There are times when the beam is not to deduct the secondary beam on the main part of the beam?
- In the middle of the time to buckle, border beam side not buckle, buckle. Calculate the secondary beam to the side of the main beam
- Q: The formula for the calculation of beam, concrete and brick
- (1) single beam, the support of the template is not deducted, the end of the template does not increase. Beam length(2) when the beam and beam intersect, the area of the main girder is not deducted.(3) beam, plate connection, beam wall template to plate ping.
- Q: The section size of the beam is 200 x 400 the size of the board is 4500 x 4000 plate thickness of the formula for 120 - a rookie
- The side plate of the plate is the circumference of the plate (minus the protruding part of the column) multiplied by the thickness of the plate 0.1m.Beam slab:Plate beam T beam box girder is divided into cast in place PC box girder and steel box girderBeam type structural member composed of steel plates. The basic section is I-shaped, upper and lower transverse wing plate is vertical plate, the middle name web. Some plates are welded with reinforcing ribs. According to the combination method, it can be divided into welding plate beam, high strength bolt plate beam and dissimilar steel plate beam. Reinforced concrete slab beam.
- 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: 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: Beam plate with a few face template
- The beam of the beam plate is made up of 3 face plates, a bottom die and two side moulds
- 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!
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Revolving Dismantled 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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