High Load Bearing Girder Box Formwork
- Ref Price:
-
- Loading Port:
- XINGANG
- Payment Terms:
- TT or L/C
- Min Order Qty:
- 1 Set/Sets set
- Supply Capability:
- 200,000 Ton/Tons per Year set/month
OKorder Service Pledge
OKorder Financial Service
You Might Also Like
Detailed Product Description High Load Bearing Girder Box Formwork for Preformed Unit
bridge deck formwork
High Load Bearing Girder Box Formwork for Preformed Unit
Description of High Load Bearing Girder Box Formwork :
1. Brief introduction of High Load Bearing Girder Box Formwork for Preformed Unit
GB system-B is a kind of formwork especially for performed box girder in bridge floor construction.
2. Competitive advantage of High Load Bearing Girder Box Formwork
①. Assembling is easier makes high construction efficiency.
②. Pouring object surface is smooth and beautiful.
The formwork is made of steel material with higher load bearing capacity and stronger stiffness that makes perfect surface on concrete.
③.Good economic performance
The cost will be greatly reduced by its long service life and more turnover times.
3. Applications of High Load Bearing Girder Box Formwork for Preformed Unit
- 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: 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
- Cross beam and beam cross section is not a template overlap
- Q: For example, a beam 200*400, length 5000Plate thickness 1005000*5000The area of the template is1, (0.2+0.3*2) *5+5*52, 0.3*2*5+5*5Which is right
- Plate side mode *2 is the circumference of the board (minus column protruding part) multiplied by the thickness of the plate 0.1M
- Q: The area of the beam template = (both sides of the high and low beam) * beam lengthWhat do you mean by the two words in the brackets?
- Beam: beam length multiplied by the end of the beam and 2 times the length of both sides, the beam length to the side of the column, the wall side, the second beam to the main beam side, the outer part of the calculation of the center line, according to the calculation of the internal part of the net long linePlate: the column, beam, 0.3 square meters outside the hole area
- Q: Seeking beam, plate template engineering quantity
- Plate template (bottom area): (2.6*3- wall thickness) * (2.4*3- wall thickness) - (2.4*3- wall thickness) *0.2*2 [main beam] - (2.6*3- wall thickness) *0.25*2 [sub beam]
- Q: Beam plate with a few face template
- The bottom die and the two side die, the height of the side plate with the height of the plate thickness
- Q: I would like to ask the three sides of the template is calculated on the surface of which is the three? Novice do not understand thank you
- The utility model relates to a three surface template beam (both sides of the beam and the bottom surface of the beam), and the other is a two side formwork beam (two sides of the beam)
- Q: How to control the elevation of the beam bottom and the axis position
- The design of the middle arch ratio is higher than the span of the span of 1--2 thousandths of 2. A template, according to the control point set square.
- Q: What are the main composition of the beam template
- A> roof formwork support structure B> shear wall structure of formwork C> column formwork support structure
- 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.
1. Manufacturer Overview
| Location | Shanghai,China |
| Year Established | 1949 |
| Annual Output Value | Below US$1 Million |
| Main Markets | North America South America Eastern Europe Southeast Asia Africa Oceania Mid East Eastern Asia Western Europe Central America Northern Europe Southern Europe South Asia Domestic Market |
| Company Certifications | ISO 9001：2008 |
2. Manufacturer Certificates
| a) Certification Name | |
| Range | |
| Reference | |
| Validity Period |
3. Manufacturer Capability
| a) Trade Capacity | |
| Nearest Port | SHANGHAI |
| Export Percentage | 91% - 100% |
| No.of Employees in Trade Department | 200 |
| Language Spoken: | English,Chinese |
| b) Factory Information | |
| Factory Size: | |
| No. of Production Lines | |
| Contract Manufacturing | |
| Product Price Range | |
Send your message to us
High Load Bearing Girder Box Formwork
- Ref Price:
-
- Loading Port:
- XINGANG
- Payment Terms:
- TT or L/C
- Min Order Qty:
- 1 Set/Sets set
- Supply Capability:
- 200,000 Ton/Tons per Year set/month
OKorder Service Pledge
OKorder Financial Service
Similar products
Hot products
Hot Searches
Related keywords
