Hig Efficient Wholely Assembled Box Girder Template in China
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- 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: 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: The calculation of formwork engineering quantity of ground beam needs to calculate the bottom of beam
- The ground beam (patand) agreement is commonly known as the foundation beam, which has the characteristics of closed, and the structure of the column into a seismic system,
- 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: 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????
- 1, in order to prevent the concrete weight and construction load to other beam and plate template pendulous; if there is no design provisions, the arch height is the length of the cross beam and plate 1/1000~3/1000; (general wood template for 1.5/1000~3/1000; steel template for 1.5/1000~2/1000.)
- Q: There are times when the beam is not to deduct the secondary beam on the main part of the beam?
- The bottom of the beam is provided with two side edges, and the side edges are counted to the bottom of the plate
- Q: The formula for the calculation of beam, concrete and brick
- According to the section size of the picture multiplied by the length of the beam. The length of the beam and the height of the beam shall be determined according to the following provisions:1, when the beam is connected, the length of the beam to the column side.2, the main beam and secondary beam connection, the second beam length to the side of the main beam. The volume of the beam head and beam in the wall is calculated into the beam volume.3, and lintel connection, respectively apply lintel beam, fixed. Lintel length calculation according to the requirements of the design, design requirements, width according to windows and doors, both ends of the 250mm calculation.4, ring beam and beam connection, beam volume should be deducted into volume within the beam.In 5, beam parts picked out wall concrete beams with external edges out of bounds, according to the size in cubic calculation, apply a single beam and continuous beam project.
- Q: Beam column plate template how to calculate the need to deduct what part?
- A method is relatively simple and practicalThe calculation formula of the first column is the circumference multiplied by the height of the unit is M2
- Q: How to calculate the intersection of rectangular column and beam
- Beam:(1): the length of beam to column connection, the length of the beam to column side; girder transfer, beam to beam side. The beam length at the door (window) wide hole net length calculation. According to the center line, wall beam wall is calculated according to the net line.(2) the area of the beam connecting part is not deducted, and the area of the beam head is not increased(3) the area of the beam pad is incorporated into the beam
- Q: The main floor beam template installation should pay attention to what?
- Install the bottom die, the beam according to the span length of 3 m to the bottom of the beam arch, to ensure that after the completion of concrete pouring, floor thickness and deflection to meet the requirements of the drawings. Beam from the end of the 500mm, in the bottom of the beam to keep a clean mouth, to be cleaned up debris, it will be blocked. The side beam mould die bag bottom mold method, and clip stickers in the template angle at.
- 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.
- When the bottom formwork of the reinforced concrete slab with a span of 5m is removed, the concrete strength should be greater than or equal to 75% of the standard value of concrete cube compressive strength.
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Hig Efficient Wholely Assembled Box Girder Template in China
- Ref Price:
-
- 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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