Anti-arch Adjustment 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: When Liang Banzhong beam template calculation is the calculation of him in the board? Because in the calculation of engineering quantity of concrete beam by beam plate calculation. But when the template is, the book is not clear. In the calculation of the time quota template can have a beam plate.I use the Guizhou 04 quotaEspecially your last sentence, I haven't said anything yet,There is the Guizhou 04 fixed and did not say what sub beam frame beam separationAbove the beam plate is to explain the main beam, sub beam and plate, according to the calculation of beam and plate volumeThen you explain to me the frame beam is not the main beam? According to this explanation, why do you separate the frame beam
- There are beams and plates in the plate with a secondary beam, the frame beam can not be calculated, in the calculation, the plate and the secondary beam of the amount of work together, are the implementation of beam and plate
- 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: How to do irrigation formwork
- For plate 120 H-0.05, the -0.05 here is the elevation of the plate is reduced by 5cm. - drop, + raise. Here the drop and elevation are relative floor elevation.
- 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: More than the number of square cross-section of the beam high formwork
- The above construction total load of more than 10kN/m2, or concentrated line load greater than 15kN/m template support system that belongs to the template, if you do not consider other loads, considering the single weight, according to concrete 25000KG/m3 calculation, then the beam section area of 0.4m2 belongs to the template, such as 400*1000, 300*1350, 500*800 etc.. Central line loads can be calculated in similar ways. Copy paste..
- Q: When the main beam and secondary beam connection, calculate the area of the template is good, there is no simple method
- The landlord is complicated. When the beam is calculated, the main girder is calculated, and the axis is the length of the axis
- 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: What is the demolition order of the construction template
- Template removal sequence:General is the first non load bearing template, but bearing template; the first side plate, the back plate. Follow the line after the demolition, the demolition of non weight-bearing parts, the demolition of the load-bearing parts and the principle of top-down,
- 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: First of all, what are the construction of the structure of the template, such as walls, columns, beams and ladders, which is the structure of the first installation of the template after the installation of steel? Ten
- Who told you that?. Shear wall, column is the first binding steel, and then close the template, if the two sides of the shear wall formwork and the death of the death of the column template, but also how to bind and connect steel
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Anti-arch Adjustment 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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