Wholely Assembled 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 the concrete contact surface is positive, the template thickness 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,
- . Calculate the volume of the cushion should be very good, where the beam on the cushion ah, as to how the layout drawings will be.
- 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:The formwork support is a beam template which is connected with both sides of the vertical rod and the force at the bottom of the beam and the force of the vertical wire rod which is arranged below the transverse beam at the bottom of the beam
- Calculation of anti slide of fasteners? the sliding bearing capacity of the fastener is calculated in accordance with the following formula (5.2.5):R = Rc
- 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
- No formula, the calculation of the volume of concrete, the calculation of the area of the template, this is no formula can be applied, as long as the understanding of the drawings is slowly
- Q:Remove the larger span of the beam pillar template why should be removed from the middle to the two ends
- When the formwork of the beam is not removed, the load of the beam is evenly distributed. If the two ends of the span from the demolition of the words, the load is borne by the beam at both ends of the column and the template in the cross, when the removal of the template in the cross, the beam is likely to produce cracks and damage. Only from the cross to the ends of the removal, the load is evenly distributed to the ends of the column, the beam will not be destroyed.
- Q:What is a large volume template? How much is the cross section of the beam, belonging to the large volume template?
- According to the "dangerous method" sub project safety management of the construction quality of [2009]87, the height of more than 5m, the total construction loads greater than 10kN/m2, or the template support system concentrated line load greater than 15kN/m to prepare special construction scheme
- 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 bottom of the board 12.24*7.44 why not *2 floor 12.24 of the two of the 7.44 also have the plate side mode *2 is * of the two or both
- Figure is too small, the eyes are looking at flowers.1, floor 12.24*7.44 is the bottom of the whole 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: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
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Wholely Assembled 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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