Hig Efficient &Easy Installation Wholely Assembled Box Girder Template
- Loading Port:
- Qingdao
- Payment Terms:
- TT OR LC
- Min Order Qty:
- 50 m²
- Supply Capability:
- 1000 m²/month
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Wholely Assembled 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 surface and the side surface of the template, when pouring the concrete pouring can together from above.
- 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: 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 wire mesh in front of the foundation beam
- You put the template, then take the template is not particularly troublesome? Wood will give you to slowly dismantle?
- 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: 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?
- The second is to calculate the template of the beam to calculate the template of the beam with the section length multiplied by the length of the unit is M2Finally the board notice when calculate the template template amount is peripheral template must take and post together part to deduct the intersection with beam part to be deducted
- Q: How to support 6m arc beam template how to set up?
- After setting out in accordance with graphics support ah. If the curvature is large, it can be approximated by linear segmentation.
- 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
- Beam template is to calculate three sides, is the beam of the two sides with the bottom of the beam
- Q: 10-3 degrees of weather, cast in situ floor and girder formwork can be demolished a few days? 25 days enough? There's a wall on the beam.
- For the concrete structure engineering, the concrete strength can reach the design of the concrete cube compressive strength of the standard value of a certain amount, before the template can be removed the standard value.
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Hig Efficient &Easy Installation Wholely Assembled Box Girder Template
- Loading Port:
- Qingdao
- Payment Terms:
- TT OR LC
- Min Order Qty:
- 50 m²
- Supply Capability:
- 1000 m²/month
OKorder Service Pledge
OKorder Financial Service
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