Hig Class Wholely Assembled Box Girder Template
- Ref Price:
-
- Loading Port:
- Qingdao
- Payment Terms:
- TT OR LC
- Min Order Qty:
- 50 m²
- Supply Capability:
- 1000 m²/month
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Wholely Assembled 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: What is the foundation beam template
- The template based beam should be the construction is not based on beam design has been explained, but the quota is a little different, the beam bottom cushion or other basis should be the beam, it should be suspended under the general frame or beam. The difference is that the two side support and the three side support.
- Q: Why is Changshi beam, but also computing to the side or side column beam?How to deduct the overlap area between beam and plate, column and wall, wall and wall
- The connection between the column and the beam and the place where the beam is connected with the beam does not need to be deducted from the area.
- 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: When the height of the beam is small, the beam of the beam is tied up on the top of the beam formwork; when the beam height is large, the steel bar of the beam is bound on the bottom of the beam. What do you mean?
- When the beam height is small, the steel bar of the beam is tied on the top of the beam template, which means that the steel bar of the beam is lighter than the whole, and the steel bar is integrally arranged in the template after the aerial binding;
- Q: Calculate the beam template when you want to reduce the thickness of the plate
- Building template is a temporary support structure is made according to the design requirements, the concrete structure components, according to the position and size of the provisions of forming, maintaining its correct position, external loads and under construction template gravity and acting on the. The purpose of template engineering is to ensure the quality of concrete engineering and construction safety, speed up the construction progress and reduce the cost of the project.
- 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
- The board side mode *2 is the circumference of the board (minus column protruding part) multiplied by the thickness of the plate 0.1m.
- Q: Beam column plate template how to calculate the need to deduct what part?
- The second is to calculate the template of the beam to calculate the template of the beam with the section length multiplied by the length of the unit is M2Finally the board notice when calculate the template template amount is peripheral template must take and post together part to deduct the intersection with beam part to be deducted
- 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: A set of 50 m T beam steel template weight
- So this set of semi T beam template, the general weight is between more than and 60 tons to seventy tons. A little hope to adopt
- Q: What are the main composition of the beam template
- According to the different support parts are divided into four kinds
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Hig Class Wholely Assembled Box Girder Template
- Ref Price:
-
- Loading Port:
- Qingdao
- Payment Terms:
- TT OR LC
- Min Order Qty:
- 50 m²
- Supply Capability:
- 1000 m²/month
OKorder Service Pledge
OKorder Financial Service
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