New develoments for this year coming from our UHPC laboratory

The WPE DK development lab has announced new developments for this year.

At present, new UHPC binders are being tested that reduce the mixing time by 60%. The first strength
tests have shown no significant difference to our previous UHPC binder systems. Also the first processing tests show no loss of processing quality.

To the surprise of many of our customers, we will most likely be able to offer the cost of the latest Cast and Mortar binder systems at a 15% - 20% reduced price. The binder versions are also in the testing phase. The values so far are almost identical to the values of our previous UHPC binder systems.

Sand for civil construction is running out in many places of the world - Solution UHPC Desert Sand Binder + Nature Desert sand

Sand consumption today

In more and more parts of the world, the availability of sand is becoming increasingly difficult or even impossible for the construction industry.
Gigantic sales are now being made with sand.
Millions of tons of sand are transported to the oceans each year, and demand will continue to rise.

Example

• Over 47 billion tons of sand are mined annually
• For a standard house you need approx. 200 to of sand
• For 1 kilometre highway you need approx. 30000 to of sand
• Global sand business is 70 billion US Dollar/year

Types of sand extraction

• Sand mines
• Sand from rivers
• Beach Sand
• Sand mining in coastal area

 

 

WPE DK is manufacturer of UHPC Desert Sand Binder for more than 10 years. This binder system is mixed only with desert sand and a little water. Now there is the 3rd development stage of UHPC Desert Sand binder. This new generation differs significantly from the 1st generation in strength, workability, sustainability and much lower CO2 footprint. The latest generation can also be produced on site with local raw materials without any problems. 

For us as WPE DK, the sustainable future has begun with desert sand.

WPE DK International

Phone: 0049 176 601 73146
E-mail: info@wpe-dk.dk
Homepage: www.wpe-dk.com

UHPC Concrete tower construction up to 300 meter

Industrial chimneys and lighthouses have always

been bricked up, and so well that they are still

fully functional to this day and would be a while

if they weren't torn down. Today you would not

be able to pay for such a construction method

and you would no longer have the time to assemble

it.

Large or tall towers such as TV towers, radio masts,

offshore / onshore wind turbines and similar

structures are made of steel or reinforcing concrete.

High-quality UHPC materials can take on

compressive strengths of more than 240 MPa /

34.800 psi and thus corresponding bending tensile

strengths without reinforcement.

With appropriate reinforcement, these values ​​can

be multiplied several times. Today, slim, high-

strength tower constructions are possible that

cannot be achieved with standard concrete. The

main tube construction of radio masts can also

be made entirely of UHPC today.

Towers for onshore and offshore wind turbines

are already made from UHPC prefabricated parts

or cast on site.

UHPC has many technical advantages over steel

or reinforced concrete structures. UHPC towers

are absolutely corrosion-resistant, quickly

installed and maintenance-free.

 

 

UHPC Phalt a semi-flexible pavement system

UHPC Phalt is a grouted macadam comprising an open graded asphalt that is flooded with high strength microsilica based mortars. The open graded asphalt is mixed to a design mix at a local asphalt plant and delivered to site in tipper trucks. It is placed via traditional paving techniques.
The UHPC Phalt mortars are delivered in 1 tonne bags and mixed via a continuous flow shaftmixer and pump machine. The mortar is mixed for a certain amount of time to achieve correct viscosity then
flooded via a large hose onto the asphalt matrix.

UHPC Phalt can be laid at depths of 30 mm / 1,18 in upwards (typically maximum depth used is 40 mm /1,57 in). UHPC Phalt is the top layer of the pavement that is supported by a basecourse layer. The basecourse layer can vary dependent on environment and loadings, internal or external applications. Preferred basecourse materials to support the UHPC Phalt topping are high modulus macadam basecourse. CBM bases are ideal for use for large internal areas.

Asphalt disadvantages insufficient stability and deformation resistance

- Static point loads
- Trailer supports
- Forklift traffic
- Tracked vehicles
- High-bay warehouse / heavy-duty warehouse
- Ruts, wave formation (bus stops, intersections,    

Open graded Asphalt

  roundabouts)
- Low wear resistance when using forklift forks,

  loading shovels, roll containers

Advantages of UHPC Phalt

- Very high load carrying capacity
- Frost and dew resistant
- Jointless laying
- Quick installation
- High early strength
- Temperature resistant from - 60°C/-76°F 

UHPC Phalt

   to  +90°C/194°F 

- High wear resistance
- Resistance to aggressive media
- Long service life 

- Good to very good recyclability

- Much faster to lay than standard floor concrete
- Very short curing time
- Substantially cheaper than standard floor concrete

Where is UHPC Phalt used?

- Airports
- Ports
- Lorry marshalling areas
- Service yards
- Acces roads
- Bus stations / depots
- Waste management facilities
- Roads
- Car parks
- Distribution center
- Indoors for warehouse floors
- Anywhere that concrete is conventionally used

WPE DK International

Phone: 0049 176 601 73146
E-mail: ber@wpe-dk.dk
Homepage: www.wpe-dk.com

 

 

30 years of fundamental difference between UHPC and concrete

This photo is more than 30 years old. It is from the first flyer I used to sell UHPC. The photo was meant to explain to our customers what the general difference between concrete and UHPC is, because almost all of our customers at that time had no idea what the difference between concrete and UHPC is. At the time, I found this photo comparison brilliantly simple and clear.

Today, after 30 years, our team still has the feeling that many write and talk about UHPC but really do not recognise the basic difference. On the contrary, people today try to dilute and obfuscate the difference between concrete and UHPC. For these professionals, everything and nothing is concrete and UHPC. There are very few professionals who can explain the difference in simple and logical language. However, the architect, the structural engineer or the construction company must know the difference in order to be able to use both materials optimally.
For this reason we have decided to bring out this very old photo and to try again to explain the difference between concrete and UHPC and hope that some interested people out there will follow us, to whom we would like to thank already now.

The idea behind this photo was to produce two test cylinders and subject them to a pressure test. The main point was not to find out which material has the higher compressive strength, that was clear from the beginning.
No, we wanted to show and compare the fracture surface. This fracture surface shows the difference so simply and clearly.
At the beginning we mixed a standard cement binder and a UHPC binder and added the same grading curve and material quality to aggregates, filled them into test cylinders and waited 28 days. After 28 days, the concrete and UHPC cylinders were demoulded and pressed in a press until they broke. The result of this fracture can be seen in this photo.

The left cylinder is the standard concrete cylinder and the right cylinder is the UHPC cylinder.
Looking at the left cylinder, the fracture surface is clearly in the binder, the gravel aggregate is not broken. The weak point in this case is the cement binder.
If we look at the right cylinder, the fracture has gone through the gravel aggregate and the UHPC binder simultaneously and evenly. There is no weak point here. The UHPC binder is just as hard and resistant as the aggregate and the adhesion between aggregate and binder is extremely high.

This photo comparison and the resulting result shows that there are two fundamentally different binder systems, the concrete binder and the UHPC binder, whereas the UHPC binder is superior to the concrete binder by several times. This is how it was then, how it is now and how it will be in the future.

WPE DK International

Phone: 0049 176 601 73146
E-mail: ber@wpe-dk.dk
Homepage: www.wpe-dk.com