• Wholely Assembled Box Girder Template Made in China System 1
  • Wholely Assembled Box Girder Template Made in China System 2
Wholely Assembled Box Girder Template Made in China

Wholely Assembled Box Girder Template Made in China

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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.

Q:How to support 6m arc beam template how to set up?
If you use a supporting beam of radian template, the bottom surface made of a whole block template (template block with good reinforcement, pouring backwater) after dismantling the entire arc shape template on the line; if the second half of the same radian can do a whole half arc template do the bottom die.
Q:I would like to ask the template support system Liang Xiaoliang Ban Xiaoliang refers to what
High formwork concrete beams are usually large in size, gravity load, plan people sometimes use 50 x 100 (width * height) wood brace, called Liang Xiaoliang, a thin concrete slab gravity load is less, with 30 * 80 mu Fang, challenge the small beam. According to the different rib beam floor plan, good people, they try to use the same specifications of the wooden architrave, there is no Liang Xiaoliang, small plate beam, just calculate book Liang Xiaoliang, trabecular plate.
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: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
Note: when the right angle fastener tightening torque of 40--65N.m, test shows that the single fastener will slide in the 12kN under the load, the sliding bearing capacity of desirable 8.0kN; double fastener will slide in the 20kN under the load, the sliding bearing capacity to be 12.0kN.Note: the above values are experimental values! Take a look at your calculation results and this value to meet the double anti sliding bearing capacity can be!
Q:How to do irrigation formwork
Pro, beam section is marked on the drawings, the beam is 200*500.
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: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
Tell you a definition, you will understand
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: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????
Span multiplied by 1/1000~3/1000, can not be so precise, the general is probably about two or three cm
Q:When there is a beam plate template, the beam can not be added to the template?
When you have a beam template, you can not add the foundation beam template! Their price is not the same, to separate! (mainly reflected in measures)

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