Box Girder Steel 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.

■  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.

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Q:Beam plate with a few face template
There are beams and plates, the 3 words behind the content should be said board...
Q:What kind of frame beam formwork
Frame beam template, single beam, continuous beam template section, beam set beam template in the middle section.
Q:How to determine the height of cast in place concrete beam formwork
Span multiplied by 1/1000~3/1000, can not be so precise, the general is probably about two or three cm
Q:Calculate the engineering quantity of the beam template or the engineering quantity of the beam and plate
If you read the instructions in the quota, it will be fruitful
Q:How to control the elevation of the beam bottom and the axis position
The axis is controlled by hanging the ball down to the lower floor axis and the axis control line.
Q:Cast in situ floor and girder formwork can be removed a few days?
For the cantilever member of concrete structure engineering, the concrete strength can reach to 100% of the standard value of concrete cube compressive strength.
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 do the foundation beam template
Construction sequence: the structure of the column to tie the tendons to the skin of the number of poles to wall masonry before the first floor on the ground has been played by the large axis of the wall body axis and the line. The surface of the base should be clean and wet. When you start the masonry, the brick should be placed and the seam width should be discharged. In the walls before the first vertical skin pole pole, skin should be marked with each skin brick and mortar joint thickness, lintel ring, position, number of rod should be set up in the skin of the building end corner, wall aspect junction and interior wall. Masonry should be up and down the wrong seam, inside and outside the lap, gray seam straight full, the level of gray seam thickness and vertical ash seam width should be controlled at around 1-1.1cm
Q:When the main beam is connected with the secondary beam, the area of the template is calculated
From the main beam to break, that is, the secondary beam axis to the axis of the long axis of the main axis of the beam to reduce the length of the beam width
Q:Calculation of beam and column formwork
Calculate the area between the axis, into the wall of the plate into the area of the plate, and then deduct more than 0.3 of the hole, that is, the area of the beam plate

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