Unilateral Formwork Support System

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1. Structure of Unilateral Formwork

Unilateral bracket is composed of embedded parts system part and the frame body is composed of two parts, including:The system includes embedded parts: anchor bolt, nut, connecting the outer-link, the outer nut and beams.

According to your requirements of the project selection frame height has the following two kinds of specifications: H=3600 standard section, section H=3200 height.

 

2. Main Features of Unilateral Formwork

◆ For concrete heights up to 8.0m and a fresh concrete pressure up to a maximum of 60KN/m2.

◆ Good standard performance and versatility.

◆ Fast element coupling, all units can be quickly connected.

◆ The finished wall is excellent and absolutely waterproof.

◆ Optimized sizes for transportation.

 

3. Unilateral Formwork Images

 

 

 

4. Unilateral Formwork Specification

Unilateral Formwork Support System

 

 

5. FAQ of Unilateral Formwork

1) What can we do for you? 

We can ensure the quality of the Unilateral Formwork 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 Unilateral Formwork, 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 Unilateral Formwork, 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. 

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Q:Does the template support of the beamboard contain the full red scaffolding under the beam?
Of course, according to theory, this full house is not a scaffolding shelf, is the template bracket.
Q:What is the meaning of the template bearing surface elevation in the bridge specification?
Elevation refers to the distance from a point along the vertical line to the absolute base plane, said the absolute elevation, referred to as the elevation. The distance from a point along a vertical line to a hypothetical quasi-base surface is assumed to be an elevation.
Q:Template support did not stand good, how to remedy the lower floor?
First measured how much sink ah, the plate elevation measured first, and then find the design, such a thing is not you can decide, the design may be looking for experts, if the lower 10 to cm it does not matter. But also the size of the kanban, if you say 4 * 4 little problem.
Q:More than a certain size of the larger risk of the template works and support system which include
Concrete frame support works: erection height of 5m and above; erected span of 10 m and above; construction of the total load of 10KN / ㎡ and above; concentration line load 15KN / ㎡ and above; height greater than the support level of projection width and relatively independent of non-contact components of concrete Template support project.
Q:There is no requirement must be held by the shelves of special operations card can be erected carpenters can not erect
Must be held by the shelves of special operations card can be erected
Q:Bridge template support bowl button steel pipe scaffolding, need to set sweeping pole?
Scaffolding must be set to vertical and horizontal sweepers. Longitudinal sweeping pole should be fixed at right angles to the base of the epithelium is not greater than 200mm on the pole, the horizontal sweep pole should also be used at right angle fasteners fixed in the vertical under the pole on the pole. When the base of the pole is not at the same height, the height of the longitudinal sweeping pole must be extended to the lower span of the two spans and the pole fixed, the height difference should not be greater than 1M. The distance from the pole shaft above the slope to the slope should not be less than 500mm.
Q:Cast - in - place with beam - plate template support for high engineering
This question comes from the "civil engineering measurement and pricing practice" on page 259 3-3-3 example. This problem has a beam plywood template, steel support project volume (with formula) = 70.66 level and the beam plate support ultra-high engineering volume = 72.93 level and no additional formula. The Landlord would like to know how this 72.93 level by 70.66 flat after what calculated! I am also wondering, hope my supplement is valid, but also hope to get the answer
Q:Main and vice keel upgrade modification - the new building template support birth opportunity
Deputy keel directly on the main keel, and the use of the same method of wood, easy to operate. The vice keel is designed for opening, reducing the weight, reducing your costs, and facilitating connection to the template when the bearing capacity is allowed
Q:How does the new building shear wall template support safe operation?
Shear wall template support system consists of the following parts: bars, vertical bars, corners, Yang angle, locks, hole card, wall bolts
Q:What is the specific distance between the pole spacing supported by the template and the distance between the upper and lower horizontal bars?
Now many are by experience to row. In fact, the distance between the pole and the main Leng and sub-Leng's strength has a great relationship. Your main shock and sub-Leng may be because the intensity is relatively low, then the pole spacing is certainly relatively small. Otherwise it will increase.

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