특수 UHPC로 콘크리트 믹스에 시멘트를 절약할 수 있나요?

 예, 초고성능 콘크리트(UHPC)를 사용하면 표준 콘크리트에 비해 시멘트 사용량을 잠재적으로 절
약할 수 있습니다. 그 이유는 다음과 같습니다:

1. 더 높은 강도
UHPC는 일반적으로 표준 콘크리트보다 훨씬 높은 압축 강도를 달성합니다. 이렇게 강도가 높아지면 시멘트 함량을 줄이면서도 원하는 성능을 유지할 수 있습니다. 시멘트를 적게 사용함으로써 재료비를 절감하고 시멘트 생산과 관련된 환경 영향을 줄일 수 있습니다.

2. 향상된 입자 포장
UHPC는 실리카 흄과 같은 미세 입자를 다량 함유하여 혼합물 내의 입자 패킹을 개선합니다. 이렇게 최적화된 패킹은 공극을 채우는 데 필요한 시멘트 페이스트의 양을 줄여 시멘트질 재료를 보다 효율적으로 사용할 수 있게 해줍니다.

3. 낮은 물 대 시멘트 비율
UHPC는 일반적으로 표준 콘크리트에 비해 물 대 시멘트 비율이 더 낮아야 합니다. 수분 함량이 감
소하면 혼합물의 강도와 밀도가 향상되는 동시에 수축을 최소화하고 내구성이 향상됩니다. 수분 함량을 줄이면 필요한 시멘트의 양을 줄일 수 있어 비용 절감으로 이어질 수 있습니다.

4. 보충 시멘트질 재료(SCM)
UHPC 배합에는 실리카 흄과 같은 보조 시멘트질 재료가 포함되는 경우가 많습니다. 이러한 재료는 필요한 포틀랜드 시멘트의 양을 줄이면서 혼합물의 전체 시멘트질 함량을 높이는 데 기여합니다. SCM을 사용하면 콘크리트의 성능 특성을 향상시키면서 비용을 절감할 수 있습니다.

5. 시멘트 감소
특수 UHPC 바인더 중 하나를 사용하면 포틀랜드 시멘트를 최대 50%까지 절약할 수 있습니다. 실험실 및 실제 테스트를 통해 포틀랜드 시멘트와 비교하여 가공 및 기술적 특성을 변경하지 않고도 절감 효과를 명확하게 확인했습니다.
시멘트 함량이 낮은 콘크리트는 전 세계 모든 콘크리트 믹싱 플랜트에서 문제없이 처리할 수 있습니다.

6. 더 얇은 요소

UHPC의 우수한 강도와 내구성 특성 덕분에 표준 콘크리트에 비해 더 얇은 프리캐스트 부재를 설계할 수 있습니다. 부재가 얇을수록 콘크리트 부피가 줄어들고 결과적으로 시멘트 사용량도 줄어듭니다. 이러한 재료 사용량 감소는 비용 절감으로 이어집니다.

UHPC는 표준 콘크리트의 시멘트 소비량을 줄일 수 있는 잠재력이 높지만, 특정 배합 설계, 원하는 성능 기준, 프로젝트 요건 등 다른 요인이 실제 시멘트 절감량에 영향을 미칠 수 있다는 점에 유의하는 것이 중요합니다. 적절한 배합 설계 최적화, 재료 특성에 대한 신중한 고려, 지식이 풍부한 콘크리트 공급업체 또는 엔지니어와의 협업은 원하는 결과를 달성하고 비용 절감을 극대화하는 데 매우 중요합니다.

È possibile risparmiare cemento nelle miscele di calcestruzzo con UHPC speciali?

 Sì, è possibile risparmiare sull'uso del cemento quando si utilizza il calcestruzzo ad altissime prestazioni (UHPC) rispetto al calcestruzzo standard. Ecco perché:

1. Maggiore resistenza

L'UHPC raggiunge in genere una resistenza alla compressione significativamente più elevata rispetto al calcestruzzo standard. Questa maggiore resistenza consente di ridurre il contenuto di cemento, pur mantenendo le prestazioni desiderate. Utilizzando meno cemento, è possibile risparmiare sui costi dei materiali e ridurre l'impatto ambientale associato alla produzione di cemento.

2. Miglioramento dell'impacchettamento delle particelle

L'UHPC incorpora un elevato volume di particelle fini, come il fumo di silice, che migliora l'impaccamento delle particelle all'interno della miscela. Questo imballaggio ottimizzato riduce la quantità di pasta di cemento necessaria per riempire i vuoti, con un conseguente uso più efficiente dei materiali cementizi.

3. Rapporto acqua/cemento più basso

L'UHPC richiede generalmente un rapporto acqua/cemento inferiore rispetto al calcestruzzo standard. Il ridotto contenuto d'acqua aumenta la resistenza e la densità della miscela, riducendo al minimo il ritiro e migliorando la durabilità. Diminuendo il contenuto d'acqua, è possibile ridurre la quantità di cemento necessaria, con conseguente risparmio sui costi.

4. Materiali cementizi integrativi (SCM)

Le formulazioni UHPC spesso incorporano materiali cementizi supplementari, come il fumo di silice. Questi materiali contribuiscono al contenuto cementizio complessivo della miscela, riducendo al contempo la quantità di cemento Portland necessaria. L'uso di SCM può consentire di risparmiare sui costi, migliorando al contempo le caratteristiche prestazionali del calcestruzzo.

5. Riduzione del cemento

Con l'uso di uno dei nostri speciali leganti UHPC, è possibile risparmiare fino al 50% di cemento Portland.
I nostri test di laboratorio e pratici hanno confermato chiaramente il risparmio senza modificare le proprietà tecniche e di lavorazione rispetto al cemento Portland.

Il calcestruzzo con una bassa percentuale di cemento può essere lavorato senza problemi in qualsiasi impianto di betonaggio del mondo.

6. Elementi più sottili

Le superiori proprietà di resistenza e durabilità dell'UHPC consentono di progettare elementi prefabbricati più sottili rispetto al calcestruzzo standard. Gli elementi più sottili richiedono meno volume di calcestruzzo e, di conseguenza, meno cemento. Questa riduzione nell'uso dei materiali porta a un risparmio sui costi.

È importante notare che, sebbene l'UHPC abbia un elevato potenziale di riduzione del consumo di cemento nei calcestruzzi standard, altri fattori come la specifica progettazione della miscela, i criteri di prestazione desiderati e i requisiti del progetto possono influenzare l'effettivo risparmio di cemento ottenuto. Un'adeguata ottimizzazione del mix design, un'attenta considerazione delle proprietà del materiale e la collaborazione con un fornitore di calcestruzzo o un ingegnere esperto sono fondamentali per ottenere i risultati desiderati e massimizzare i risparmi.

Είναι δυνατή η εξοικονόμηση τσιμέντου σε μίγματα σκυροδέματος με ειδικό UHPC?

Ναι, μπορείτε ενδεχομένως να εξοικονομήσετε τσιμέντο όταν χρησιμοποιείτε σκυρόδεμα εξαιρετικά υψηλών επιδόσεων (UHPC) σε σύγκριση με το κανονικό σκυρόδεμα. Ακούστε γιατί:

1. Υψηλότερη αντοχή

Το UHPC επιτυγχάνει συνήθως σημαντικά υψηλότερη αντοχή σε θλίψη από το τυπικό
σκυρόδεμα. Αυτή η αυξημένη αντοχή επιτρέπει τη μείωση της περιεκτικότητας σε τσιμέντο, διατηρώντας παράλληλα την επιθυμητή απόδοση. Χρησιμοποιώντας λιγότερο τσιμέντο, μπορείτε να εξοικονομήσετε κόστος υλικών και να μειώσετε τις περιβαλλοντικές επιπτώσεις που σχετίζονται με την παραγωγή τσιμέντου.

2. Ενισχυμένη συσκευασία σωματιδίων

Το UHPC ενσωματώνει μεγάλο όγκο λεπτόκοκκων σωματιδίων, όπως ο πυριτικός καπνός, ο οποίος βελτιώνει τη συσκευασία των σωματιδίων εντός του μείγματος. Αυτή η βελτιστοποιημένη συσκευασία μειώνει την ποσότητα τσιμεντόπαστας που απαιτείται για την πλήρωση των κενών, με αποτέλεσμα την αποδοτικότερη χρήση των τσιμεντοειδών υλικών.

3. Χαμηλότερη αναλογία νερού προς τσιμέντο

Το UHPC απαιτεί γενικά χαμηλότερο λόγο νερού προς τσιμέντο σε σύγκριση με το τυπικό σκυρόδεμα. Η μειωμένη περιεκτικότητα σε νερό ενισχύει την αντοχή και την πυκνότητα του μείγματος, ενώ ελαχιστοποιεί τη συρρίκνωση και βελτιώνει την ανθεκτικότητα. Με τη μείωση της περιεκτικότητας σε νερό, μπορεί να μειωθεί η ποσότητα του απαιτούμενου τσιμέντου, οδηγώντας σε εξοικονόμηση κόστους.

4. Συμπληρωματικά τσιμεντοειδή υλικά (SCM)

Τα σκευάσματα UHPC συχνά ενσωματώνουν συμπληρωματικά τσιμεντοειδή υλικά, όπως πυριτική άχνη. Τα υλικά αυτά συμβάλλουν στη συνολική περιεκτικότητα του μίγματος σε τσιμέντο, μειώνοντας παράλληλα την απαιτούμενη ποσότητα τσιμέντου Πόρτλαντ. Η χρήση SCMs μπορεί να οδηγήσει σε εξοικονόμηση κόστους, ενώ παράλληλα βελτιώνει τα χαρακτηριστικά απόδοσης του σκυροδέματος.

5. Μείωση του τσιμέντου

Με τη χρήση ενός από τα ειδικά μας συνδετικά υλικά UHPC, μπορεί να εξοικονομηθεί έως και
50% τσιμέντου Πόρτλαντ. Οι εργαστηριακές και πρακτικές δοκιμές μας επιβεβαίωσαν σαφώς την εξοικονόμηση χωρίς να αλλάζουν οι ιδιότητες επεξεργασίας και οι τεχνικές ιδιότητες σε σύγκριση με το τσιμέντο Πόρτλαντ.

Το σκυρόδεμα με χαμηλό ποσοστό τσιμέντου μπορεί να επεξεργαστεί από οποιαδήποτε μονάδα ανάμιξης σκυροδέματος παγκοσμίως χωρίς προβλήματα.

6. Αραιότερα στοιχεία

Οι ανώτερες ιδιότητες αντοχής και ανθεκτικότητας του UHPC επιτρέπουν τον σχεδιασμό λεπτότερων προκατασκευασμένων στοιχείων σε σύγκριση με το τυπικό σκυρόδεμα. Τα λεπτότερα στοιχεία απαιτούν μικρότερο όγκο σκυροδέματος και, κατά συνέπεια, λιγότερο τσιμέντο. Αυτή η μείωση της χρήσης υλικών οδηγεί σε εξοικονόμηση κόστους.

Είναι σημαντικό να σημειωθεί ότι ενώ το UHPC έχει μεγάλες δυνατότητες να μειώσει την
κατανάλωση τσιμέντου στα τυποποιημένα σκυροδέματα, άλλοι παράγοντες, όπως ο συγκεκριμένος σχεδιασμός του μίγματος, τα επιθυμητά κριτήρια απόδοσης και οι απαιτήσεις του έργου, μπορούν να επηρεάσουν την πραγματική εξοικονόμηση τσιμέντου που επιτυγχάνεται. Η σωστή βελτιστοποίηση του σχεδιασμού μίγματος, η προσεκτική εξέταση των ιδιοτήτων του υλικού και η συνεργασία με έναν έμπειρο προμηθευτή σκυροδέματος ή μηχανικό είναι ζωτικής σημασίας για την επίτευξη των επιθυμητών αποτελεσμάτων και τη μεγιστοποίηση της εξοικονόμησης κόστους.

Est-il possible d'économiser du ciment dans les mélanges de béton avec des UHPC spéciaux ?

Oui, vous pouvez potentiellement économiser du ciment en utilisant du béton à ultra-hautes performances (BUHP) par rapport à du béton standard. Voici pourquoi :

1. Résistance plus élevée

Le BFUP atteint généralement une résistance à la compression nettement supérieure à celle du béton standard. Cette résistance accrue permet de réduire la teneur en ciment tout en conservant les performances souhaitées. En utilisant moins de ciment, vous pouvez économiser sur les coûts des matériaux et réduire l'impact environnemental associé à la production de ciment.

2. Meilleur conditionnement des particules

Le BFUP incorpore un volume élevé de particules fines, telles que la fumée de silice, ce qui améliore le tassement des particules dans le mélange. Ce tassement optimisé réduit la quantité de pâte de ciment nécessaire pour remplir les vides, ce qui se traduit par une utilisation plus efficace des matériaux cimentaires.

3. Rapport eau/ciment plus faible

Les BFUP nécessitent généralement un rapport eau/ciment plus faible que le béton standard. La teneur en eau réduite augmente la résistance et la densité du mélange tout en minimisant le retrait et en améliorant la durabilité. En diminuant la teneur en eau, la quantité de ciment nécessaire peut être réduite, ce qui permet de réaliser des économies.

4. Matériaux cimentaires supplémentaires (MCS)

Les formulations de BFUP incorporent souvent des matériaux cimentaires supplémentaires tels que la fumée de silice. Ces matériaux contribuent à la teneur globale en ciment du mélange tout en réduisant la quantité de ciment Portland nécessaire. L'utilisation d'ajouts cimentaires permet de réaliser des économies tout en améliorant les caractéristiques de performance du béton.

5. Réduction du ciment

L'utilisation de l'un de nos liants spéciaux pour BFUP permet d'économiser jusqu'à 50 % de ciment Portland. Nos essais pratiques et en laboratoire ont clairement confirmé les économies réalisées sans modifier les propriétés techniques et de mise en œuvre par rapport au ciment Portland. Le béton avec une faible proportion de ciment peut être traité par n'importe quelle centrale à béton dans le monde entier sans aucun problème.

6. Des éléments plus fins

Les propriétés supérieures de résistance et de durabilité du BUHP permettent de concevoir des éléments préfabriqués plus minces que le béton standard. Les éléments plus fins nécessitent moins de volume de béton et, par conséquent, moins de ciment. Cette réduction de l'utilisation des matériaux permet de réaliser des économies.

Il est important de noter que si le BFUP a un fort potentiel de réduction de la consommation de ciment dans les bétons standard, d'autres facteurs tels que la conception spécifique du mélange, les critères de performance souhaités et les exigences du projet peuvent influencer les économies de ciment effectivement réalisées. L'optimisation de la conception du mélange, l'examen attentif des propriétés des matériaux et la collaboration avec un fournisseur de béton ou un ingénieur compétent sont essentiels pour obtenir les résultats souhaités et maximiser les économies de coûts.

UHPC concrete for new precast bridge construction or bridge repair

For more than 25 years, UHPC Ultra High Performance concrete has been used for the construction and repair of concrete bridges worldwide. The mechanical and durability
properties are absolutely ideal for modern bridge construction.

WPE DK UHPC concrete is used in the production of precast concrete parts and for on-site assembly. With UHPC concrete, very slim and high load-bearing elements can be manufactured quickly, cost effectively and very precisely. All of our UHPC material qualities can be processed with most types of concrete mixer.

Our UHPC bridge material qualities are usually mixed with a water / cement ratio of less than 0.25 and a proportion of steel fibers. Compressive strengths of 150 MPa / 21800 psi to over 230 MPa / 33400 psi are achieved in our standard quality.

Our UHPC material properties meet all required technical data, including in the USA from the responsible DOTs. All of our UHPC material qualities are subject to a permanent quality check of the raw materials used, finished products and processing on site on the construction site.

We use our UHPC castable materials for joint fill solutions or connection of precast bridge elements. With UHPC castable you can minimizse the connection joints.

We manufacture UHPC mortar, UHPC Castable, UHPC Shotcrete and UHPC Rapid material qualities for bridge construction. At the customer's request, we also develop and manufacture special qualities.

UHPC mortar, UHPC Shotcrete and UHPC Rapid are mainly used for repairs. No extensive preparatory work is necessary for repairs with our UHPC materials. After less than 48 hours, our standard materials reach more than 70% of their maximum strength. UHPC is waterproof from a layer thickness of 5 mm.

We use our UHPC TopLayer or UHPC Phalt material qualities for bridge decks. In Europe we use UHPC TopLayer for new wood bridge construction. All UHPC can be mixed on site and processed quickly and inexpensively with standard processing machines.

The mixing is very simple. You mix 1 part UHPC Binder with 1 part aggregates and clear water, that is all. Everybody can mix it. No additional addives are necessary.

 

 

WPE DK International

Phone: 0049 1514 6318334
E-mail: info@wpe-dk.dk
Homepage: www.wpe-dk.com

In the future more people will live one artificial islands made by UHPC concrete constructions

In the future, more and more people will be forced to live on the water in coastal and flat islands.

Most of the world's major sites can be found on the coasts of our continents. the space for enlarging the site is not infinite. The first city planners are working on designs for how cities can spread out on the water. In other parts of the world, coastal sites are so deep in relation to the ocean that if the water rises just a few centimetres, the sites are in danger. Some islands are so deep that they also have extreme problems with today's ocean levels.

The previous wooden constructions of the coastal and river delta inhabitants will no longer be sufficient.
Rising sea levels and flooding are the result of climate change.

New construction designs by architects and new construction material can help coastal residents. Likewise, the existing wooden constructions can be made more stable where possible.

WPE DK HPC and UHPC binder systems are able to use local raw materials as aggregates or reinforcement such as bamboo, coconut fibre, jute fibre, shell casing, desert sand, lawa, granite etc. Everything built from HPC and UHPC concrete with such aggregates is sustainable and can be easily reused.

WPE DK HPC and UHPC concrete is ideal as a construction material for repairs and new constructions. HPC and UHPC concrete can extremely increase the stability and service life of wooden structures both above and underwater and create a corrosion protection for steel construction. 

Artificial islands on stilts on the coast or floating
islands on the high seas can offer solutions of any size. The islands can consist entirely of UHPC concrete. UHPC concrete is absolutely seawater resistant and has enormous strength. Entire cities could emerge on such platforms. The first architectural drafts by large international architectural offices have been around for a long time. Disused oil production platforms could also be upgraded and serve as starting points for such large artificial platforms.

For more than 30 years, HPC and UHPC concrete has been used in the international offshore industry as a material for new constructions or repairs. A lifetime of several hundred years is assumed for WPE DK UHPC new
designs.

Artificial, near-natural reefs and bank protections with HPC and UHPC are also planned, whereby the bank protections adapt to nature in their design and are not ugly concrete blocks. HPC and UHPC materials are far superior to steel in many areas in the offshore industry. There are already the first plans for underwater structures made of WPE DK UHPC special qualities in the deep sea down to 3000 m /9800 ft. 

 

 

WPE DK International

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

 

Production of UHPC combat binder and concrete under war conditions

For more than two years, the demand for HPC and UHPC binders for military applications has been
increasing extremely for us. As reported earlier, we have produced and delivered several hundred tonnes of special HPC and UHPC for testing purposes. For these test purposes, special mixes were developed and produced according to customer requirements. The material pre-tests were carried out here in Germany. The military load tests are carried out in the respective customer country.

It is one thing to produce special UHPC combat concrete in peacetime under controlled conditions, it is another to produce such concrete under wartime conditions.
For this reason, we have also started a production and mixer system development in parallel to the binder development.
The technical requirements for such a system are very long and very complex.

Here is just a small excerpt from a list of requirements.

Requirement plant (40 feet container system)
- The system must be easily transportable
- The system must be robust

- The system must have an independent energy system.
- The system must be easy to operate
- The unit must be able to operate under extreme cold, heat and humidity conditions.
- The system should be divided into combinable modules.
- The plant should be able to produce binders and concrete
- The plant should have all the necessary processing machines
 

Requirement UHPC combat binder and combat binder concentrate
- The UHPC combat binder should be able to meet certain minimum technical values
- The UHPC combat binder should be produced as completely as possible with local raw materials.

- The concrete should be produced with local aggregates
- It should be possible to produce combat binder versions as mortar, castable, pumpable and sprayable.
- No additional additives should be necessary
- Extremely little mixing water should be used.
- The concrete should also be processable under extreme environmental conditions.
- The concrete should be workable under water
- It should be possible to use a wide variety of aggregates from destroyed buildings, sands, soils, plastics, metals, etc. The reprocessing should be as low as possible

The HPC and UHPC combat binder production and concrete mixing plant will soon be available to us as a basic prototype plant for testing purposes. Individual parts have already been in use for several decades. Several more special expansion stages will be available to our customers.

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

UHPC combat concrete for bunkers and security rooms

Over 20 years ago, we were very involved in the security industry and military. We tried a lot of things
successfully and carried out some interesting projects. Then it was very quiet for many years and we successfully focused on other projects and markets.
For the last two years we have been asked again from non-civilian areas. Now we are developing our UHPC combat concrete further in all areas, especially for safety or bunker construction, both above ground, under water and underground. In the development of UHPC materials, we have to take modern weapon systems into account. Several hundred tonnes of special UHPC combat binders are now being shipped by us for testing and the worst conditions.

There is also interest in UHPC material for civil shelters of different load types. Here we will have to meet new regulations and material tests.

WPE DK International

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