Segment Box Girder Formwork

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Q:How to put the beam formwork in concrete structure
The four sides of the column should be the line, there is a beam of the position of the edge out
Q:How to calculate the length of the beam, beam template area
This is the case: (7800-600) * (800*2+400) forgot, 800 also minus plate thickness
Q:Calculation of the area of beam formwork
Calculation of contact area between concrete and formworkPillar: circumference multiplied by the column height, from the pile or board surface of a first floor surface, non beam plate count to the bottom of the column cap
Q:A set of 50 m T beam steel template weight
Fifty m T beam steel formwork, a complete set of general must contain a set of side beams in the beam half
Q:More than the number of square cross-section of the beam high formwork
For the height of more than 8m, the total load is greater than 15kN/m2, or the central line load greater than 20kN/m of the template support system needs to organize expert demonstration".
Q:Rules for calculation of formwork with beam slab
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:What are the building structure of the template
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
Q:How to calculate the intersection of rectangular column and beam
Plate and beam plate:(1) the calculation of the area of beam and plate according to the area of beam and plate;(2): high beam plate girders according to the amount of height of sheet thickness calculation;(3) a long beam plate girders: beam to column connection, the length of the beam to column side; girder transfer, beam to beam side.(4) the calculation of the area of the plate and column cap without beam(5) the area of the beam connection is not deducted, and the beam head area is not increased
Q:Remove the larger span of the beam pillar template why should be removed from the middle to the two ends
The maximum bending moment in the middle of the beam is removed from the middle of the support, the stress is concentrated on the two supporting end, and the final force form is the same as the reinforcement of the beam, and the bending and the excessive shear force are not generated
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,

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