Column and Shear Wall Formwork System - SF120
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1. Structure of Column and Shear Wall Formwork System
The template is composed of a plywood panel embedded special air abdominal type steel. The panel is 18mm thick plywood. The template size standardization degree is high, flexible assembly, can use wood clamping side splicing method to meet the needs of non-standard size.The frame of high stiffness, reasonable stress, design of side pressure is 60KN/m2 ~ 80KN/m2.Using unified adjustable steel frame template assembling fixture, convenient and quick, firm clamping. The template corner can provide the prying opening, positioning and convenient removal of the template. Steel frame and panel connected by screws from the back way, good molding effect of concrete. The template complete product system accessories, variety complete, can according to the need of the project in any combination, flexible arrangement and convenient.
2. Main Features of Column and Shear Wall Formwork System
◆ Allowable pressure is 80KN/m2 .
◆ Faster and easy operation.
◆ The dimension for column is adjustable.
3. Column and Shear Wall Formwork System Images
4. Column and Shear Wall Formwork System Specification
5. FAQ of Column and Shear Wall Formwork System
1) What can we do for you?
We can ensure the quality of the vinyl banner and avoid extra expenses for customers.
We can provide you the professional design team.
We can provide fashionable and newest styles for you.
We can design the artwork for you.
Please feel free to customize.
2) What promises can be done by us?
If interested in Column and Shear Wall Formwork System with Single Side Bracket, please feel free to write us for any QUOTE.
If printing required, please advise asap because the whole set need much more time to complete.
Please DO check goods when courier knocks your door and contact us asap if any issue.
3) What about of our after-sale service?
Response will be carried out in 24hours after receiving any complain or request.
If the products are not based on the requirements, there will be the relevant compensations made for you.
4) What about the package and shipping time?
Packing: As Customer's Requirements
Shipping: We have various shipping ways for our customers, such as express which including TNT, DHL, FEDEX, UPS, EMS, etc. ; by air/ sea, and we are VIP of these express.
Shipping time:Normally small orders, it just 10-15 business days to arrive your hand; When comes to the customs declaration, it may need 7 days. Other mass qty of Column and Shear Wall Formwork System, we send them out by sea or by air to sea port or air port to save some shipping freight for our customers. By ocean, it may need 45~60days, by air, it may need 25~40days.
- Q: Remove the larger span of the beam pillar template why should be removed from the middle to the two ends
- Remove from the ends of beams began to load, is Liang Hezhu nodes under pure shear, a shear deformation from the middle split beam gradually remove support, after the load is gradually increased, the shear in the support under the protection of gradually increasing load, small impact.
- 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: What is the meaning of the steel beam overhead on the top of the beam formwork
- That is, after the formwork is supported, the upper part of the formwork is bound with steel bars (usually on the floor)The reinforcement of the ground beam is the first reinforcement and then the template
- 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 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 beam of the template is to calculate the beam height (minus the plate thickness of the part) * net long *2 surface. The bottom die has been calculated in the bottom plate.Louzhu certainly not familiar with the construction site, as long as the scene to see how the template is placed.
- 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: The calculation formula of the beam column for the construction of the concrete and the use of the template area of the detailed point of the best thank you
- No formula, the calculation of the volume of concrete, the calculation of the area of the template, this is no formula can be applied, as long as the understanding of the drawings is slowly
- Q: For example, the 0.14 long girder thick 400x600 26 how to calculate the amount of engineering template
- According to the calculation of the expansion area, the height of support according to the bottom elevation
- 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 is the demolition order of the construction template
- 1 demolition vertical face template, should be carried out from top to bottom; demolition of the larger span of the beam pillar, should start from the middle, respectively, to the two ends.2 demolition of beams and floor bottom mold, should loosen the wedge or lower bracket, then by block or patch removal
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Column and Shear Wall Formwork System - SF120
- Ref Price:
-
- Loading Port:
- China Main Port
- Payment Terms:
- TT or LC
- Min Order Qty:
- -
- Supply Capability:
- -
OKorder Service Pledge
OKorder Financial Service
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